White background with no visible content. APPLETONS' CYCLOPÆDIA OF APPLIED MECHANICS: A DICTIONARY OF Mechanical Engineering and the Mechanical Arts, ILLUSTRATED WITH NEARLY FIVE THOUSAND ENGRAVINGS. EDITED BY PARK BENJAMIN, PH. D., LL. B. IN TWO VOLUMES. VOL. I. NEW YORK; D. APPLETON AND COMPANY, 1880. COPYRIGHT BY D. APPLETON AND COMPANY, 1878. 22479 AKN5554 SBH AP5 PREFACE. The present Cyclopedia is not a revision of the well-known "Dictionary of Mechanics," issued by its publishers more than a quarter of a century ago, but is an entirely new work. The amount of matter retained from the "Dictionary" bears but an insignificant proportion to the present contents. The plan of the work has been materially changed; not merely so as greatly to increase the number of subjects treated and to group them more logically, but to give a connected view of the chief types of each class of invention, to exhibit clearly their relations to each other and the principles of construction involved in them, and in most cases to present results of their actual working from well-authenticated records. Special efforts have also been directed toward rendering the information given of such practical utility that the work may serve as a trustworthy guide to the engineer and mechanical student in their every-day avocations. To this end, simplified rules have been introduced, with plain examples of their application; graphic methods have been preferred to those involving mechanical demonstration; and facts generally have been combined wherever possible in condensed tabular form. All the principal mechanical inventions and discoveries which have contributed toward the vast progress accomplished during late years in science and the arts—and more particularly those which have attracted the world's attention at the great International Expositions of Vienna in 1873, Philadelphia in 1876, and Paris in 1878—will be found described in these pages. Where the magnitude of a subject has precluded its treatment in detail, ample bibliographical references are supplied, which will direct the reader in the path of closer investigation. The editor gratefully acknowledges his indebtedness to his contributors for the preparation of many important original articles, and for valued counsel. While care has been taken to accord proper recognition to all authorities quoted, special credit is due to the "American Cyclopaedia" for illustrations and some few selections from the text of the mechanical and scientific articles. CONTRIBUTORS. The initials of Contributors are appended to the articles written by them, either wholly or in part. Articles that are unsigned have been prepared by the Editor. RICHARD H. BUCH, C. E. Articles on Bolsters, Engines, Pumps, Presses, etc. JOHN BARKWORTH, C. E. Blades-Furnaces. LEON: A. A. BRYCE, U. S. N. Articles on Ovens (in part). HENRY L. BROWNING, C. E. Malleable Irons. GEORGE H. BEUZMAN, M. D. Carpenters, Lamps, Ornate, Plates, etc. HON. ORPHEUS CLEVELAND. Articles relating to Graphite. THOMAS A. EDSON, Ph. D. Telegraph. CHARLES E. ENNERY, C. E. Dynamometers, Instruators. S. W. GREEN. Typesetting Machinery. ALEXANDER L. HOOLEY, O. E. Steel. GEORGE W. W. HOGGTON. Wagon and Carriage Builders. T. F. KRAJEWSKY, C. E. Articles relating to Locomotives, Railroads, and Signals. WILLIAM KENT, C. E. Articles relating to Iron-masonry. Prof. C. W. MacCord, A. M. GRANITE. F. H. McDOWELL, E. M. Articles on Mining Machinery and Hydrostatic Machines. HENRY A. MOTT, Jr., E. M., Ph.D. Daily Apparatus, Gas. WILLIAM H. PAINE, C. E. Bridges. PIERRE DE P. RICKETTS, E. M., Ph.D. AMATEURS. JOHN RUSKIN. Articles on Tools and Mechanical Opera-tions. LEVING SCOTT. Cordage Machinery, Mining Appliances, etc. COLMAN SELLSER, Jr., M. E. Couplings and Clutches, Shafts. F. T. THUNDERSTON, C. E. Paper-making. SAMUEL WEBBER, C. E. Articles on Textile Machinery. Prof. De Volson Wood, A. M., C.E. Dynamics. A page from a book with the title "Contributors" at the top. **CYCLOPÆDIA** OF APPLIED MECHANICS. ABSTRACT. An instrument employed by the ancients for facilitating calculations; similar to that now frequently employed for teaching children the rudiments of arithmetic, and which is commonly used in schools. It consists of a frame, on which are fixed two parallel wires, each wire carrying 13 little balls. The frame is divided into compartments, each wire carrying 13 hands or balls. There are thus 13 times 13, answering to the common notation of multiplication. The operations of addition and subtraction are performed by sliding the frame from one side to the other of the frame. By thus smoothing the oscillations of acquired estimative knowledge, the student is enabled to read off the results of his own operations, and at the same time, the apparatus becomes one of considerable importance in education. On each wire there are nine little balls; the lowest stand for nine, the next for ten, the next
Millions. Hundreds of thousands. Tens of thousands. Thousands. Hundreds. Fours. Units.
                                                                
             
             
             
             
             
             
Ammoids, and so on up to any number. The frame is divided into two compartments, e and f, by a cross-wire a b c d, which is sufficiently raised above the wires to allow the little balls to slide under it. Suppose that we wish to add together the numbers shown in the diagram. The operation of adding the numbers LCH6071, is effected by sliding the balls shown in b from their previous situation in a. See CASS-ACCUUMULATOR.
**ACCUMULATOR.** An apparatus used for working hydraulic cranes, lifts, and other machines where a steady, powerful pressure of water is required. Fig. B represents the portable accumulator used in its simplest form. It consists of a vertical cylinder, in which a piston travels, and which has a valve at its lower end. When water is admitted through this valve, by means of a pump or engine, the piston is raised to an extent proportional to the quantity of water introduced, which is equal to the weight of water contained in the cylinder. The diameter of the cylinder is 18.1 inches, and the stroke is 56.93 inches. The volume of water contained is 36.3 gallons, and the pressure on the piston should be 31.18 tons; the piston and cross-head weight 1.18 ton. A head of water sufficient to raise this weight must be maintained in the cylinder until it can be removed at will to facilitate the moving of the apparatus from place to place on the works. The accumulator illustrated in Fig. C admits of the use of a long cylinder of small diameter. The 1 2 **ADDRESSING-MACHINE.** weight of massery $M$, rests upon the cylinder $C$, and entirely surrounds the same. No guage is therefore needed to control the vertical movement of the weight, and the course of gravity of the A. B. latter is situated low down. The plate $F$ is in two portions, consolidated by the screw rod $Z$. The upper joint has a string-box, to which access may be had through the cover $K$. ADIBSON'S INVENTION (1830). A machine was invented by Mr. Adibson, for printing on a large number of missives, such as newspapers, upon which the same series of names must be inserted as the day of their removal. The paper is placed in a box, and each sheet is printed with a name, purposely printed on slips of gummed paper, which are fed from the apparatus, which cuts off each address in turn, and passes it into a box containing envelopes, which are then conveyed up to the type of each address in a form, and so to arrange the forms that they are successively presented at a spot to which the enveloped papers are consecutively fed. A large number of these machines have been constructed. ADIBSON'S LAW. The molecular attraction existed between bodies in contact. It occurs between solids and gases, but not between liquids and gases. The attraction between two plates of the same material is the same as that between one of them and another body of different material. This law was first applied to liquids, and was supposed to manifest itself at an appreciable distance before actual contact of bodies. The ascent of liquids in capillary tubes is a result of adhesion, as well as the spreading out of liquids between two surfaces kept apart by a film of water. The ascent of water in a glass tube is due to the cohesion of water in a tube, is a practical example of adhesion of liquids to solids. The adhesion of gases and solids is illustrated by the fact that when a drop of mercury is placed on a piece of glass, it adheres to the surface iron. In the Gilbert injector a blast of steam is used to carry water by its adhesion to it into the boiler against atmospheric pressure. The adhesive force on railways may be estimated approximately by multiplying the weight of the locomotive in tons which rests on the driving wheels by a coefficient of adhesion for said wheels. Thus for 50-ton locomotives running on 6-in. gauge rails, with 12-in. wheel circumference (480), wet ratio 814; or moist or frey weight 223. On horse-railroads the coefficient varies from 300 to 400. ADIBTON. The horizontal opening by which a mine is entered, or by which water and ores are car- ried away, is called an adit. The vertical shafts are called shafts. They are usually made in two ways: One way is by cutting away rock from both sides of the vein or lode. The great adits in Cornwall, Wales, drain the waters from the Gwennap and Redruth mines, and are nearly thirty miles in length. ADIBITIONARY WORKS. In order to facilitate their consideration a system of classification is necessary. Such a system may be based on the following points: 1. Implements for clearing ground, breaking it, and otherwise preparing it for the reception of the seed. 2. Implements for depositing the seed. 3. Implements for the cultivation of the plant. 4. Implements for harvesting. 5. Implements for preparing the crops for market. 6. Miscellaneous implements used in various farm-uses. These classes may be considered in their order, and examples of machinery given under each divi- sion. They include all implements used in any one or more of the following Orders: APPARATUS, LOCOMOTIVE, and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; farm-engines; under Engineer; Steam; Under Dairy; Apparatus; Locomotive; and CIVIL ENGINEERING; Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa Implementa 8 **Stump Pullers.—The primitive method of extracting stumps is to hitch on a yoke of oxen, and, after cutting away the earth from around the stump as much as possible, drag the latter from the soil by means of a rope attached to its top. This method is now largely superseded by a mechanical apparatus for stump extraction as represented in Fig. 4. It consists of two beams placed at right angles to each other, one being fixed to the other. The journal of the larger wheel on the right is hinged to its beam so that the wheel may be turned back parallel to the beam for con- sumption of the stump, and forward again for its removal. A loop secured to the end of the hinged journal carries a hook, by which the stump is drawn out of the ground. Near the intersection of the beams is placed a guide for the knife which is driven into the ground until it reaches the desired depth. To the rear of the beam on the left is attached a loop that encircles the stump. The knife is driven into the ground with great force. In operating the machine the loop is first dropped in place, and then the knife is driven into the bottom of the stump so as to fasten the ring. The lower part of the stump is then drawn up by pulling off, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spreading out, and also as a band to keep the wedge from spanning AGRICULTURAL MACHINERY. turned completely over with such a short turn that the twisting of the soil itself will cause it to break up, so that the soil is still more broken up than by the ordinary plough. The Moline plough, the furrows of which are shown in Fig. 9. The upper furrow merely skims or pares off the top pe A diagram showing the action of a plow, with a trench left by the bottom plow in its previous traverse. A The amount of twist given to the furrow is determined by the form of the mould-board. All other things being equal, a long twist will require the least power to draw, while a short one will move thoroughly through the soil. In order to obtain this effect, the cutter or coulter must be set at an angle with which the cutter or coulter is set. Thus in Fig. 10 the cutter, being set at an angle as shown, A diagram showing the position of the cutter on a plow. 10. proper for ploughing flat furrow-dices, and stand as much inclined toward the mould-board side as the land (for the side of the plough next to the unploughed land is termed) does, and it is generally considered best to incline it even a little more, in order to obtain that levelled edge of the furrow-dice which is necessary for a finished mowing, side by side, so they can come from the plough, and to do perfectly fast work. In Fig. 11, A C are the furrows, and their lower lines denote the furrows in which the snow B will fall, if being drawn by a horse or plough-lap. In this case, the cutter or coulter is adjusted as shown in Fig. 12, in which A represents the land-side, or unploughed land. If the coulter or cutter, C is too low, then it will not cut deep enough into the soil; but if it is too high, then either cutter or coulter may be made greater or less, but it is always set with the point in advance. In some cases, where there is a great deal of snow on the ground, it is necessary to make several cuts before it can be removed entirely. The width of the furrow depends upon the position of the plough with reference A diagram showing different positions of a plow's cutter. 12. 4 AGRICULTURAL MACHINERY. 5 A horse-beam, $c$ the centre of resistance on the plough, however, let $b$ in Fig. 13 represent the line of draught upon the plough, but, to avoid confusion, the dotted lines are omitted. The plough is a machine which derives its motive power from the animal, and this power is transmitted through the animal's legs to the ground by means of the furrows and constant inequalities in the soil. It is evident that the motive force acts in a direct line from the feet of the animal, to the centre of resistance, and a straight bar or beam, $a$, placed at right angles with the line of draught, would be sufficient to transmit this force. But such a beam is not used, but one having a curved section is employed. The curve of this section is so arranged that when the plough is in use, the angle between the line of draught and the line of support is always kept constant. This is accomplished by means of an angular framework, consisting of two arms, $d$ and $e$, strongly connected together to form an unyielding frame, and these arms are firmly connected to each other by a bar in the position of the line $e f$. The angle between these arms must be such that if $e f$ were firmly connected by a bar in the position of the line $e f$, then the tractive chains being ten feet, including all that intervenes between the claws of the plough and the point of contact with the soil, would be able to raise the plough to any height desired. In order to obtain this result, it will be necessary that the angle between $e f$ and $a b$ shall be such that if $e f$ were firmly connected by a bar in the position of the line $e f$, then the tractive chains being ten feet long, including all that intervenes between the claws of the plough and the point of contact with the soil, would be able to raise the plough to any height desired. In order to obtain this result, it will be necessary that the angle between $e f$ and $a b$ shall be such that if $e f$ were firmly connected by a bar in the position of the line $e f$, then the tractive chains being ten feet long, including all that intervenes between the claws of the plough and the point of contact with the soil, would be able to raise the plough to any height desired. In order to obtain this result, it will be necessary that the angle between $e f$ and $a b$ shall be such that if $e f$ were firmly connected by a bar in the position of the line $e f$, then the tractive chains being ten feet long, including all that intervenes between the claws of the plough and the point of contact with the soil, would be able to raise the plough to any height desired. In order to obtain this result, it will be necessary that the angle between $e f$ and $a b$ shall be such that if $e f$ were firmly connected by a bar in the position of the line $e f$, then the tractive chains being ten feet long, including all that intervenes between the claws of the plough and the point of contact with the soil, would be able to raise the plough to any height desired. In order to obtain this result, it will be necessary that the angle between $e f$ and $a b$ shall be such that if $e f$ were firmly connected by a bar in the position of the line $e f$, then the tractive chains being ten feet long, including all that intervenes between the claws of the plough and the point of contact with the soil, would be able to raise the plough to any height desired. In order to obtain this result, it will be necessary that the angle between $e f$ and $a b$ shall be such that if $e f$ were firmly connected by a bar in the position of the line $e f$, then the tractive chains being ten feet long, including all that intervenes between 6 AGRICULTURAL MACHINERY. In determining the width of furrow-rollers some regard must be had to the strength of th ard soil to be turned ; for the plough will turn over a wider slice in a strong, stiff soil t running at an angle of 45° with the horizontal than in a soft, loose soil running at double that raised to a perpendicular, thus only doing the work called "cut and cover." When the slices are required to be laid at an angle and tapped each one upon the preo proportionate depth, the plough will have to be moved laterally by about 45°. The position of furrow presenting the greatest attainable surface to the action of the at and the furrow being made at right angles to the direction of the plough, it is evident that in Fig. 14 is shown a prairie-breaking plough. The furrows in this class of ploughing a about 4 inches deep, and from the thickest roots in and compact nature of the soil the de heavy; hence the length of the plough is increased, and a wheel-sinker is employed. T A diagram showing a prairie-breaking plough. draught is regulated by the clevis being moved laterally to the width of the furrow, and to steady the ploughs as regards depth. The double Mithologies or "and and another" plough, Fig. 18, has some important advan- tages over single ploughs. It is made up of two parts, one of which is about a few inches in thickness, and inserted it into this the previous furrow. The second or main plough follows, and throws up the lower soil, so hurrying it forward with great rapidity. This double plough is used in preparation for all crops, particularly carrots and other roots, which grow best in a deep, I of earth; such where a portion of the earth remains on top of the soil after with most advantage results. A greater depth may be attained by the use of this double plu A diagram showing a double plough. with one having a single mould-board, in soft-ground, because the inversion will be complet the width of the furrow is only half as deep as that with a single plough, and thus it can run considerably greater than the depth, or the soil will be thrown on its side or edge, and cause verted. There is one disadvantage, however, in the use of the double plough. A greater required effort is necessary to throw up this soil than with a single plough. For these reasons more force must be used to plough a field to a given depth, say one foot, with th A diagram showing a double plough. A diagram showing a double plough. than with the single plough. But the single plough, in order to reach this depth, would re be so large, and to turn so wide a furrow, that no ordinary amount of team could be had to AGRICULTURAL MACHINERY. 7 work. And, in addition to this difficulty, the inverted surface would not be so well pulverised as by the use of the single plough. Side-hill or swivel ploughs are designed to throw the furrow-along down-hill, whichever way the ground may incline, and to turn the furrow at the end of the furrow. The ploughing may then be done across and across the field instead of up and down. The plough is mounted on a horizontal bar which can be turned either to the left or right - a term-which, though shown in Fig. 17, is not constructed that two ploughs attached to one bar can be turned either to the left or right. The forward plough turns the soil to the depth of about three inches, so peeling it at the bottom of the channel; and the rear plough works to the depth of five to seven inches, and thus throws the soil into a furrow. The furrow is then filled with earth from the furrow, burying the soil below the reach of the harrow or cultivator. Fig. 13 shows a side-hill plough, which may be taken as a representative of the class of ploughs used in sugar-cultivation. The line of draught is adjustable by the clevis, as shown. In the No. 180 model, Fig. 19, there is a lever for regulating the width of the furrow in front of the plough at the end of the bar where it connects with the cultivator. The headman may be kept near an equilibrium laterally from the share, giving a central draught. The plough is drawn by two horses, following directly after the turning-mould, and in the same formation as when ploughing with a single plough. For making roads, the class of plough known as "road-plough" is used. Its principal qualities are hard resistance to wear, and ability to bear prime requisites, as its principal duty is simply to loosen the ground, cutting a width of from six to eight feet. As regards the tractive power required to draw a plough, from 50 to 60 horse-power are sufficient for drawing a single plough; but for about 25 per cent. of the whole required draught is ex- tracted from each horse by means of a drawbar attached to his hocks. This drawbar must be placed between his hocks, and only about 10 per cent. for turning the soil. For making roads, however, a much greater force is required than for drawing a single plough; and this force is obtained by attaching a large board to the mould-board, as a means of reducing the draught, which have been directed more to lessening the force required for cutting the hard soil. These boards are made of wood or iron. To ascertain the amount of friction, suppose the plough weighs 100 lbs. Half its weight would be on each shoe; and if we assume that each shoe has an area of one square inch, then each shoe with ploughing being very small with those having a perfect centre-draught, or no tendency to press against the land on its side. The whole friction and force for lifting the soil would therefore be about 150 lbs., or nearly half that required for drawing a single plough; and if we consider that a single would leave much smaller forces--some as low as 500 lbs. This estimate is liable to great variation. A wet and clayey soil would double the friction--a very hard piece of ground would increase it four times--and so also would any soil containing sand or gravel in cut- ting the soil; if loose, the force would be comparatively small; or if very hard, it would be increased many times; while it would much diminished; while the great difference between these two cases would vary the result still further. In all cases, however, it will be found that it is dry enough to be friable, and of medium tenacity; it is probably not far from correct for ploughing in this country--showing that most of them are made for this purpose for the art of cut- ting, and indicating the importance of giving special attention to the cutting edge. However, even in this case, owing to its use as a gang-plough having several axes and across or around the field by means of wire ropes, this mechanism remains imperfectly. Fig. 22 is similar to Fowler's hy- dro-engine system, which requires two engines working alternately, each of which alternately draws the cultivating machine through the field. Each engine is provided with wheels which revolve in such a way as to pull the implement and pay out the stock rope. This system is not only very inefficient in work- ing but does not allow of any man can walk--and so steam drag or harvesters are not employed. It is estimated that they require to sixty acres of land per day. For- From British Manufacturers' Institute', article Agricultural Machinery, by G. B. Bevan, F.G.S. A diagram showing a side-hill plough. A diagram showing a road-plough. 8 AGRICULTURAL MACHINERY. Ivor's double-engine system appeals to large capitalists but the same firm also provides good single-engine sets for the use of smaller employers. The single-engine system (Fig. 35) requires an engine on one headland and a self-moving windlass on the other. The engine is provided with the patent Burson plough, which is a combination of a plough and a windlass. Both engines and windlasses travel along the two headlands opposite each other. A third system (Fig. 36) is shown in which the two engines and windlasses are arranged in an irregular triangle or square, while the implement passes to and fro between two fixed anchors. In this case the windlasses are mounted on floats, and the ropes are carried around anchors and inclose the space to be cultivated. The several systems thus slightly described will be more easily understood by reference to the accompanying diagrams. One of the main advantages of these systems is that they provide a means of using a temporary traction-engine for ploughing purposes, and thus reduce the amount of capital required in commencing work. The following particulars, taken from one of the Royal Agricultural Society's Implement Catalogue, show how these machines are used: A pair of 20 horse-power self-moving engines, with a single winding drum, 800 yards of best quality rope, and a six-foot double-cast cultivator. There may be a six-furrow balance combined plough and digger in addition. It appears from a test of Hester Fowler's double-engine system, at the Royal Agricultural Society, that the machine was able to cultivate at a saving as compared with horses on light land of 24 to 35 per cent.; on medium land of 17 to 24 per cent.; and in trenching 80 to 85 per cent. Mechanical means are provided whereby the ploughs may be lifted entirely clear of or be adjusted to any required depth in the ground. The smaller and lighter gang-ploughs may be drawn. by horses after the manner of sulky-ploughs; but in many cases, and especially in England, gang-ploughs are employed for steam-ploughing, as previously described. In Figs. 35 and 36 are given two views of an improved English gang cultivator-plough. AGRICULTURAL MACHINERY. 9 The frame, on which the ploughs are attached, stands on three wheels, of which the middle one is a castor-wheel, while the two end-wheels revolve in turn-tables, which lift or lower the main frame exactly by the depth of the furrow, according to the direction which is given to the wheel. The ploughs themselves are shaped so as to cut with the front-wheel running in the preceding furrow, the hind-wheel on the unploughed ground, the ploughman steering the furrow-wheel.
NAME OF ITEM. Total. Length of Furrow. Width of Furrow. Weight of Plough.
Front Wheel End Wheel Castor Wheel Front Wheel End Wheel Castor Wheel Front Wheel End Wheel Castor Wheel
Motormower de Drouin. 170 ft. 8 in. 1.9 ft. 3 in. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs.
Framo de Cau, Me. 164 ft. 7 in. 1.3 ft. 3 in. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs.
Son. II 164 ft. 7 in. 1.3 ft. 3 in. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs. 8500 lbs.
(1) The ground was slightly inclined. (2) The base line on the paper ribbon of the dynamometer. See Scientific American, xix., 162. In Fig. 27 is represented the Coltan Gang and Sulky Plough, in which the depth of furrow is regulated by the adjustment of the slide upon the axis shown. The ploughs are raised above the ground by throwing the left-hand lever forward, causing the clamp attached thereto to engage the rim of the wheel which is at that time in contact with the ground. To take the first furrow, the right-hand lever and its rear sliding clamp are drawn back on the arc and fastened at the point necessary to give the required depth of furrow, after which they are then retracted, depositing the plough into the ground. Sulky Plough.—This name is given to single ploughs, while two or more ploughs are attached to a sulky, when the ploughman is arranged. The sulky-plough shown in Fig. 29 is arranged for three draught-horses. By applying a spring to the rear end of each horse, and pulling out of the ground instead of the driver having to pull them over a bar, it is possible to hitched to the end of the beam instead of to the common method of hitching them to their yokes, relieving the weight from the horses' necks. Owing to the peculiar construction of this sulky, the lower part of its frame is hinged to a horizontal wheel down and the hand-wheel up, keeping the plough A diagram showing a sulky plough with three horses hitched to it and a mechanism for adjusting the depth of furrow by moving a lever on a vertical rod connected to a horizontal bar on top of a vertical post. The post has a horizontal bar at its top and a vertical rod extending downwards from it. A spring is attached to each horse's head collar and pulls them out of the ground instead of being pulled over a bar by a man standing on top of a platform attached to a horizontal bar on top of a vertical post. The platform has a handle on top of it for steering and a lever on top of it for adjusting the depth of furrow. The plough itself is attached to a horizontal bar on top of a vertical post and has a handle on top of it for steering and a lever on top of it for adjusting the depth of furrow. The plough has three wheels: two large wheels at either side and a smaller wheel in front. The large wheels have spokes and are made of metal. The smaller wheel in front has no spokes and is made of wood. The plough has two handles: one on top of it for steering and one on top of it for adjusting the depth of furrow. The handles are made of wood and have holes in them for inserting sticks or rods for steering and adjusting the depth of furrow. The plough has two levers: one on top of it for steering and one on top of it for adjusting the depth of furrow. The levers are made of metal and have holes in them for inserting sticks or rods for steering and adjusting the depth of furrow. The plough has two wheels: one large wheel at either side and a smaller wheel in front. The large wheels have spokes and are made of metal. The smaller wheel in front has no spokes and is made of wood. The plough has two handles: one on top of it for steering and one on top of it for adjusting the depth of furrow. The handles are made of wood and have holes in them for inserting sticks or rods for steering and adjusting the depth of furrow. The plough has two levers: one on top of it for steering and one on top of it for adjusting the depth of furrow. The levers are made of metal and have holes in them for inserting sticks or rods for steering and adjusting the depth of furrow. A diagram showing a sulky plough with three horses hitched to it and a mechanism for adjusting the depth of furrow by moving a lever on a vertical rod connected to a horizontal bar on top of a vertical post. The post has a horizontal bar at its top and a vertical rod extending downwards from it. A spring is attached to each horse's head collar and pulls them out of the ground instead of being pulled over a bar by a man standing on top of a platform attached to a horizontal bar on top of a vertical post. The platform has a handle on top of it for steering and a lever on top of it for adjusting the depth of furrow. The plough itself is attached to a horizontal bar on top of a vertical post and has a handle on top of it for steering and a lever on top of it for adjusting the depth of furrow. The plough has three wheels: two large wheels at either side and a smaller wheel in front. The large wheels have spokes and are made of metal. The smaller wheel in front has no spokes and is made of wood. The plough has two handles: one on top of it for steering and one on top of it for adjusting the depth of furrow. The handles are made of wood and have holes in them for inserting sticks or rods for steering and adjusting the depth of furrow. The plough has two levers: one on top of it for steering and one on top of it for adjusting the depth of furrow. The levers are made of metal and have holes in them for inserting sticks or rods for steering and adjusting the depth of furrow. A diagram showing a sulky plough with three horses hitched to it and a mechanism for adjusting the depth of furrow by moving a lever on a vertical rod connected to a horizontal bar on top of a vertical post. The post has a horizontal bar at its top and a vertical rod extending downwards from it. A spring is attached to each horse's head collar and pulls them out of the ground instead of being pulled over a bar by a man standing on top of a platform attached to a horizontal bar on top of a vertical post. The platform has a handle on top of it for steering and a lever on top of it for adjusting the depth of furrow. The plough itself is attached to a horizontal bar on top of a vertical post and has a handle on top of it for steering and a lever on top of it for adjusting the depth of furrow. The plough has three wheels: two large wheels at either side and a smaller wheel in front. The large wheels have spokes and are made of metal. The smaller wheel in front has no spokes and is madeo 10 AGRICULTURAL MACHINERY. level, thereby avoiding all the trouble of levelling up with levers or screws. The depth can be instantly changed by the driver without getting off or stopping the horses. It is easily put on and taken off the ploughing machine. Cloth-Crasher.—This machine is used to break up the land which is of such a stiff nature as to remain in lumps or clods after ploughing. In the implement illustrated in Fig. 29, it consists of two pieces of cloth, one being placed over the other, so as to form a double layer, or as shown separately. Their outer circumference is formed into teeth, which turn round and break up the soil, while their inner surface is smooth and forms a kind of trough. A metal disk has a larger hole for the axis, which causes it to rise and turn round freely when the machine is in motion. This cloth-crasher can be used only where the ground and the become quite dry. Even then it packs the soil, and if followed by a harrow, it will cause considerable damage. It is used only in certain seasons that it is most successfully employed, or dry weather follows. Harrowers are used to disintegrate and pulverize the ground after ploughing. Bevers those implements are protected herewith. Fig. 30 is the ordinary square harrow; Fig. 31, the Feldmann harrow; and Fig. 32, harrower. For land containing many fibrous roots, or much stiff clay, the disk or wheel h presented in Fig. 33 is used. The wheel-gauge (that is to say, the shafts to which each re is fixed) are attached to the pole and draught-horse by the ball-joint shown at A., so that no free to come out of place. The wheel-gauge is made of iron or wood, and its purpose is to give a better harrow than that of cutting and separating rather than of scratching, as in the case of spik harrows. The wheel-gauge is attached to the pole by means of a ball-joint, and is turned roundward-hand, or a depth two or three times as great as the common harrow can effect. being sharp, flat blades, out with great efficiency; and as they slope like a slant-runner, they the soil, and thus cut away all fibrous roots; while their edges are sharp enough to cut down, and in its place, while the upper surface of the soil is sliced up and torn into a fine, u Rollers crush all soils and lumps that remain on the top of the ground after the harrow has and force down small stones level with the surface. They render the field smooth for t Agricultural Machinery. 11 seeds, and rakes, press the earth close about the seed, and secure a more even and quick germination. On light and sandy lands they are invaluable, and in all cases their use has greatly increased the product. Much benefit is undoubtedly found in compressing the surface of such light soils, by pre- venting the rain from running off too rapidly, and in making the soil more suitable for the roots to easily penetrate through the surface. The power of the wind is also considerably diminished by the pressure of these implements on the surface of the soil. The seeds are thus placed in a more favorable position for germination, and the young plants are more quickly exposed to the sun's rays, which are readily extracted by the sun and winds. Great advantage is gained by rolling early in the spring while the ground is still soft and pliable, but before the grasses have grown up. In this way the grasses are drawn down the previous autumn, and the heavy rollers press the roots and earth together to their proper position, and prevent them from being washed away by the rains. This operation is very useful in killing weeds. Fig. 85 represents an approved form constructed wholly of iron, except the tongue and box, which are of wood. These rollers are made of various diameters, from twenty to thirty-six inches, in order to suit different kinds of farming, please give a specification stating diameter of each other. Fig. 36 is a hand-roller used upon lawns and gardens. Additional weight is supplied by iron weights pivoted as shown on the axle. S. Fertilizing Machines—Drills.—These machines are mainly distinguished by the mechanical de- vice by which the drills are opened, seed fed, and drills reined upon the seed. Of these the feed- ing mechanism may be either manual or automatic. The former consists in varying the quantity of seed fed by varying the opening-openings, or by positive mechanical movements variable in speed. The principle of automatic feeding is that of a revolving cylinder or disc, which varies its dis- charge from each distributor or grist-bolt; accuracy in quantity of seed discharged; efficiency in requiring no attention from operator; uniformity of discharge over irregular land; changeability of the foot-pattemator to suit coarse or fine seed, and facility of adjustment. Fig. 87 represents a new-coupling to which a horse may be attached, or it may be pushed by hand. A revolving cylinder is fitted with a disc revolving at right angles to it in the seed-distributing cylinder, which consists either of a brush D or a revolving cylinder C. The power is applied to both cylinders at once when large seed. To change the quantity of seed fed, a lever E is turned so as to increase or decrease the quantity of seed fed as follows: B is a casting contain- ing several diameters of grooves upon one cast- ing which are connected with each other by means of spokes G. When G is turned clockwise, then the quantity of seed fed increases; when G is turned counterclockwise, then the quantity of seed fed decreases. It may be seen that by changing the position at B, from meshing into the larger or smaller grooves, the quantity of seed fed may be increased or diminished, and the quantity of seed sown varied in consequence. The grain-potter enters the ground at its point, and therefore opens the soil ready for sowing. It consists of two parts: (1) The hopper H, which contains all sorts of seeds except the sown seed, and the roller following compactes and levels the same over the seed. (2) The hopper L for sand and refuse-grain. The mode by which the grain is displaced from the hoppers down these tubes is exhibited in section in Fig. 36, A diagram showing a hopper with a revolving cylinder inside it. which shows the interior of the hopper, and a revolving wheel, projecting one inch from below the rim of which carries the seed to where it drops through an opening in the plate p. The plate p is fastened to a shaft q which revolves with great rapidity by wheel-work, which causes the axle to revolve slowly or fast at pleasure. The seed-holder is provided for holding all sorts of seeds except those mentioned above; namely, wheat, barley, barley, and other medium-sized grains, and the other for corn, peas, and the larger seeds. This figure shows the opening in the side-potter, through which the grain is discharged. As these two operations are performed simultaneously by one machine, it is called a "double hopper." The hopper is opened and closed at pleasure by a sliding bottom with a single movement of the hand. This sliding bottom is shown in dotted lines in Fig. 36. The hopper L is provided with two tubes m and n for carrying off the tube which are used with steel, are made to pass any desired depth into the mellowed soil, and forms like a grid for the seed, which is immediately covered by the falling earth as the drill passes. A diagram showing a hopper with a revolving cylinder inside it. A diagram showing a hopper with a revolving cylinder inside it. A diagram showing a hopper with a revolving cylinder inside it. 13 AGRICULTURAL MACHINERY. In Figs. 43 and 44 is shown the "force-fed" device. The seed is delivered from the internal flange of the feed-wheel. Fig. 43 exhibits the feed for wheat and small grain, and Fig. 44 the same for corn or coarse grain. The flange serving as a bottom for the distribution, the grain rests upon it; consequently, when the wheel is revolved, the seed travels exactly with it, thereby insuring the flow of grain in a straight line. The flange is provided with a number of holes, through which the feed-wheel revolves, forms the outer walls of a complete measuring channel, or throat, through which the seed passes into the hopper. The inner wall of this channel is formed by means of the wheel, thus providing the means of measuring the seed with as much accuracy as could be done without it. The amount of seed to be deposited is governed by simply increasing or diminishing the speed at which the wheel revolves. In Fig. 44 is represented Kuhn's grain-drill, in which the seed is conveyed from its place of storage to the field by means of a screw conveyor, actuated by a system of one-gearing shown in Fig. 45. The screw conveyor is so adjusted to move into such of the come-pour as may be desired, in accordance with the amount of seed to be deposited. A diagrammatic view of this mechanical movement is exhibited in Figs. 46 to 48. Fig. 47 shows a diagrammatic sectional view of wheel and cup, and Figs. 48 and 49 a de- ![Diagram showing sectional view of wheel and cup](image) view of the grain. In Fig. 50 is represented a potter's wheel, on which several cups are placed in the hopper shown. Secured upon the shaft of this wheel is a disk having a number of holes made in order that they may be placed at any points or at any distances apart. As this disk revolves, the openings are alternately brought into contact with the hopper from beneath, passing through an orifice protected by bristles, which serve to prevent the escape of the seed. The cups thus become filled with seed, and after being discharged from the disk, they pass through a box, also shown larger at one side. The sides of this attachment are ![Diagram showing mechanism for discharging seed](image) filled with bristles, which, while offering no resistance to the passage of the cup, retain the seed in the same as it is reversed by the rotation of the disk. As soon, however, as each cup emerges from AGRICULTURAL MACHINERY. 13 between the hstles, its concrete drop out--directly, however, into the drill made by the opening plough. When the year of the latter has advanced, replace the soil in the furrow, com- pleting the planting. The knives in the cutter divide the soil into two parts, one of which is con- stant filling of the cups is rendered more certain. Figs. 21 and 22 represent an apparatus for cutting pleasure with a single knife. The knives shown on the table, across which a string passes, thence over a perforated plate, and then through the upper side of the strap are holed horizontal holes (see Fig. 21). The knife is driven through these more vertical cutters on the portions contained within the peripheries of the tubes. These tubes, it will be seen, are arranged in such a manner that when drawn through them, an operation effected through the strap and plate, and thus cutting pleasure. The number of vertical cutters in any tube, the number of pieces of pleasure to be cut at one time, can be varied according to circumstances. The system of knives is connected by bar underneath the table, secured to vertical arms extending down through slots in the same. In operation, after the pleasure has been cut, one in each tube, pressure upon the treadle carries the knives through them ; and thus divided, they fall through the perforated plate into the bottom of the furrow, and into any vessel placed for their reception. Engines for Driving Cultivators. Cultivators.--The name cultivator has been applied to a class of implements which is adapted to perform the various agricultural operations mentioned under this head. Proper- ly speaking, the term should imply that its duties commence with cultivating. In fact, however, it has been applied to machines employed in preparing the ground for sowing seeds or planting seedlings. The ordinary duty of the cultivator, however, is to loosen the earth, destroy weeds, and in some cases to gather the surface soil together in mounds or ridges. It follows, then, that to admit of the use of the cultivator, the cultivation must be performed before other operations are made in various forms to suit the duty required. When they require no preparation whatever, they are termed "double" or "triple" cultivators. Those which provide a seat for the driver are termed "single-cultivators," while those without seats are termed "double-cultivators." They are distin- guished by an additional term indicating the kind of crop they are intended for. Thus we have "single-cultivators," "double-cultivators," etc. Double cultivators are arranged so that they may be used either as single-cultivators or as double-cultivators according to whether they are used with or without the width of the rows of the crop. In Fig. 23 is shown a hand- cultivator, the two outside rows of teeth being adjustable in width by means of rods passing through slots in the rear stays in the rear, which are held by the set screw shown. There is also one pair of wheels calculated to work in the rear, in form like small ploughs, throw- ing the earth in opposite directions and driving alike both side-beams; they may be placed to throw the earth to or from the center, or rows of vegetables. There is also one pair of wheels calculated to work in the rear, in form like small ploughs, throw- ing the earth in opposite directions and driving alike both side-beams; they may be placed to throw the earth to or from the center, or rows of vegetables. A diagram showing a hand-cultivator with adjustable teeth. A diagram showing a double-cultivator with adjustable teeth. A diagram showing a double-cultivator with adjustable teeth. A diagram showing a double-cultivator with adjustable teeth. 14 AGRICULTURAL MACHINERY. The cultivator shown in Fig. 56 is adapted to loosen the surface of the soil and destroy weeds. The draught-rod is connected to the centre of the beam to render the operation of the machine steady. ![Image of a cultivator] and facilitate the regulation of the depth to which the teeth enter the soil. Fig. 67 is a cultivator and biller. The soil loosened by the teeth is thrown against the plante by a rear-shaft. The width of the teeth can be regulated by adjusting the position of the shaft on the rear-shaft. Fig. 58 represents an improved wheel-cultivator operating between rows of corn. Thereforefrom, when working between rows, the wheels are attached on each side the ploughs, which are in op- eration at the same time, and are driven by a belt. For ploughing out between narrow rows the riding or double-mould plough (Fig. 69) is frequently used. It is also employed for opening drills to plant potatoes. Fig. 70 is a double-mould plough for opening drills for potatoes. The mould boards are made to expand to suit the width of the rows, and are attached to a frame which rests upon the soil, and the wings or mould boards throw the earth into furrows. The plough is drawn by a horse. A new plough of English construction, designed for stem-cultivation, and the notable feature in it is the admirably simple means provided for adjusting the widths of the furrows. The implement has the rigid frame which is so essential in stem culti- vators. A cultivator with two handles and a central rod. A cultivator with two handles and a central rod. A cultivator with two handles and a central rod. A cultivator with two handles and a central rod. AGRICULTURAL MACHINERY. 15 valing implements, while the alteration of the width of the furrows is effected by means of wedges, which throw the ploughs at different angles to the frame. The employment of wedges in this way does away with the necessity for bolts or screws, and makes a thoroughly rigid fastening, while at the same time every facility is afforded for adjusting the width of furrow very quickly. A diagram showing a plow with two sets of curved blades on either side, which can be adjusted to change the width of the furrow. Fig. 63 is a type of the cultivator similar in construction to the double-mould-board plough. The object is to throw the earth on each side, the wings A B at the sides being provided to alter the width of the furrow. The piece C is also removable, so that part of the earth may, if desired, fall between the moulds instead of being thrown outwards. 4. Implements for Pattering Orpe Mowers, reapers, and other harvesters are suitable driving-wheels upon which it travels, and from which a socket is attached to a shaft, which passes through the frame supporting the mechanical movements; the cutting apparatus consisting of a finger or cutter bar and a recip- rocatting motion, which may be either vertical or horizontal. The driver can put the machine in or out of gear, and lift the cutting apparatus to pass obstructions; pulleys or flexible connections between the finger-bar and Google 16 AGRICULTURAL MACHINERY. frame, allowing the cutting apparatus to conform to the undulations of the surface of the ground inde- pendently of the main frame, and admitting of the folding over of the cutting apparatus on to the frame when travelling on the road so as to stop out of the way in a compact shape; applied at each side of the machine, and driven by a belt from the engine, which is connected with the shaft of the ma- chine forward 8.5 inches. The scythe sections forward 3 inches, so that they must have a sufficient length to cut grass growing up to 10 inches high. The scythes are mounted on a shaft rev- ersed. Now, as the machine represented has 91.5 vibrations to one revolution of the driving-wheel, the cut made equals (91.5 x 3) = 274.5 inches per minute, which is more than the actual distance traversed by the machine. These vibrations are obtained by multiplying those which cause the shaft driving the scythes (through the medium of a crank-disk and connecting-rod) to re- volve the driving-wheel by 3. In Fig. 61, A, A are the wheels upon which the machine travels, the lugs or projections shown upon these wheels being intended to prevent them from slipping off their axles and from hold of the ground. This is necessary, because the reciprocating motion necessary for the cutting- apparatus to act is produced by means of a crank-disk and connecting-rod, A A revolving, or by the sail wheels themselves containing an internal gear-wheel. In either case the A wheel acts upon the parts which operate the cutter-scythe. Hence it follows that if the wheel A A were to slide over the ground and not revolve, the operation of the scythe would cease, and the ma- chines would pass over the hedges without mowing it. The framework carrying the mechanical move- ments necessary to the operation of the machine is carried by means of suitable bearings upon the axle connecting the wheels A A, and upon this framework there is provided a seat for the operator. The cutting apparatus consists of two scythes, D D, thrown into a horizontal position by a lever, throwing the cutting apparatus into out of operation. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. 61, 64, 65 is arranged in such a manner as is shown in Fig. 62, so that when in use, convenient to the hand. The arrangement of this machine is such that it is convenient to the hand. The machine shown in Figs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A detailed illustration of a steam-powered agricultural machine, likely a plow or harrow, with various parts and components visible. The machine has large wheels, a cylindrical boiler, and a long handle. There are several people standing around the machine, possibly operators or workers. The background shows a rural landscape with trees and buildings. AGRICULTURAL MACHINERY. 17 shown $O$ in Fig. 47, which figure is a plan view of the part $H$ in Fig. 63. In the second method (Figs. 40 and 64) the bevels $D$ are driven direct to the pulley $Z$. Fast upon the axle $B$ is the bevel gear $C$, with the bevel-pinion $G$, the latter being formed at one end with a horizontal tooth. The arrangement is con- structed so that, the bevelgear engages the teeth of $C$, or cogs, and the bev- el-pinion $G$ engages its teeth, the revolution of the latter may be 5.91 to one of the former, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- ing 1 cog, and the spur-gears hav- having 1 cog, and having 1 cog, and having 1 cog, and having 1 cog, and having 1 cog, and having 1 cog, and having 1 cog, and having 1 cog, and having 1 cog, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 1 cob, and having 2 cobs of wheel revolutions is obtained in two places; first between the wheels for cutting purposes (Fig. S), then between those for ploughing (Fig. T). All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with salt or manure. All these wheels are used in to prevent them from becoming closed or exhausted with A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. A diagram showing a machine's components. An illustration of gears on an agricultural implement (a tractor). shown fits into the hole shown in Fig. Q; illustrated in Fig. R; The catch $E$ engages and disengages $G$ by operating (the latter) $S$ by means of which it is raised up when engaged by $E$. To raise it up until it is engaged by $E$, by operating lever $Q$, bar $B$ may be raised to its requisite height and detained there by bar $A$. It may also be lowered by operating lever $Q$. We now see as well as cutting-device which consists essentially of bar of iron, which is fixed on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which is fastened on one side of bar $B$, which isfasten ![Diagram illustrating gears](image) The finger-pins pass through holes at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed by means thereof; they engage some other foreign substance while at same time they hold down lever A. The finger-pins may be held at each end by engaging serrations formed ![Diagram illustrating gears](image) This completes our explanation concerning this subject matter 18 AGRICULTURAL MACHINERY. the ground. This is accomplished on the inside shoe of the wheel $W$, shown in Fig. 60, which is ad- justable for vertical height in a slot provided in the shoe. By raising this wheel $W$ the vertical height between the bottom of that wheel which runs upon the ground, and the guard-fingers, is dimin- ished, and by lowering it the result is attained on the outside shoe by adjusting the height of the foot of the same from the finger-bar. In the outside shoes are also carried the truck-clothes shown in Fig. 71, at the end of the bar. These consist of two pieces of leather, one being placed over the other, and extending from them to the two. In addition, however, the inside shoe performs another and an important duty, as follows: The cutting-edge of the knife is formed by beveling off the top face of the edge of the bar $G$ and the under- neath face of the bar $A$. The cutting-edge must therefore lie at any angle necessary to suit the slope of the land; but when it is intended to cut grass or other green herbage, the following action takes place: The wheel $W$ is raised until its bottom touches the ground; then, by means of the lever $M$, $D$ is rotated through an angle $\theta$, by the chain $C$, the outside shoe remains upon the ground until the top of the gap $C$ con- tacts with the face of the bar $M$, whereupon the whole machine is raised until its bottom de- termined by the distance the lever $M$ is moved. The construction of this mowing-machine is shown in Fig. 71. The scythe-knives operate laterally on the finger-guards and above the lower knives. A cutting-edge is given to the knives hold in the finger-guards by beveling off their edges. For cutting grass or other green herbage, one of these knives is formed by bevelling off the top face of its edge. For cutting grain or other green her- bage, the edges of the knives are plain, but for cutting grain the knives are given a slight edge--that is to say, they are bevelled off slightly towards their upper ends. The reason why this arrangement will not serve for grain-mowing, but is preferred for grain, because it retains its cutting-edge without grind- ing, thus preserving its sharpness longer than if it were plain. When, however, the grain is to be cut sufficiently near the ground that the knives come into com- tact with each other, then they must be plain; and when it is desired to cut grass so that it becomes clipped, the cutting angle for scythe-knives or knives is about 60°, and for sickle-knives about 45°. The variations in the construction of all mowing-machines consist of mechanical devices and move- AGRICULTURAL MACHINERY. 19 ments designed to effect the objects herein described. In the machine here illustrated, the mowing is performed in front of the driving wheels A, B, C, D, and is performed in a line with the side R, and in yet others still farther to the rear of the slide. In some cases, also, the frame N, M, F, G, H, I, J, K, L, M', N', O', P', Q', R', S', T', U', V', W', X', Y', Z' are so arranged that the mower can be raised or lowered by means of a lever or cant from the surface of the earth. In all moving-machines the cutting-device is either made to lift and stand vertical, or else to fold over to the frame of the mower, in order to be out of the way during transportation from place to place. In Fig. 73 is shown Win. Amos Wood's mower, in which an internal gear-wheel, provided upon the main wheel, drives the cutter-bar. The mowers of this kind are used for cutting grain-crops. They either deliver the grain to one side in gavels ready to bind into sheaves, or elevate the gavels upon a platform where two opera- tions kind them into sheaves by hand. An attachment is often provided whereby the machine en- abled to be drawn by horses or oxen. The essential parts of a reaper are: -the cutting-arrangement, similar in design to that of mowing- machines (excepting that it is more powerful); a platform on which the gavels are delivered; a table taken to convey the grain to and from the machine; and mechanical means to regulate the delivery of the gavels. The latter part of these machines is usually placed on a platform which is elevated above the ground when the crop is very light. Many of these machines are constructed so that the various devices for raking, sweeping, grading, or delivering may be detached and carried by a single mower. The term "reaper" is applied to machines which are used for harvesting wheat and other crops to distinguish them from those which bound the grain from those which simply delivered it in gavels. In Figs. 74 and 75 is shown the Chasen reaper. The principal parts of this machine are: -The upper part of the reaping part of the machine consists of the device above the large shoe, which is for operating the rake-arms and the mechanism for raising and lowering them; and below this shoe is a platform on which the gavels are delivered. The chain-wheel is fast to the upright spindle, to which the rake-arms are pivoted or hinged, and is driven by a chain passing around another chain-wheel attached to the main axle A large illustration showing a reaper with various parts labeled. AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER AMOS WOOD'S REAPER 74 20 AGRICULTURAL MACHINERY. of the machine. To the rake-arms are attached rollers running upon an inclined pathway termed a cam. The plane of this pathway is arranged so as to lower the rake-arms so, and lift it from, the A diagram showing a machine with a cam and rollers. table, to take the grain on to and off from the table—the rake-guide being provided to prevent the rake from coming into contact with the finger-bar. The rake-arms may be permitted to sweep a gavel of grain from the table at each descent, or may be made to descend only when the grain has accumulated to a sufficient quantity, and then compelled to form a gavel, when the rake may be allowed to sweep it off. The arrangement by means of which this is accomplished is shown in Fig. 73, operated by means of the treadle-crank and trip- horns shown in Fig. 74. When the treadle is depressed, the switch moves out of the way, and the rake sweeps the gavel from the table; and in this manner the size of the delivered gavel can be regulated by the operator. A diagram showing a machine with a treadle-crank and trip-horns. form a proper-sized gavel, the switch moves out of the way, and the rake sweeps the gavel from the table; and in this manner the size of the delivered gavel can be regulated by the operator. AGRICULTURAL MACHINEBY. 21 Mr. John Colman, an English judge at the Centennial Exhibition, says, referring to this class of machines, in his report to the English Government: "A word or two as to table-rakes may not be out of place, seeing that this form of reaper is unknown in England. The ordinary sweep-reaper is replaced by a plough, and the table-rake is used instead of the reaper. In the former, the horizontal joint-and-lever gearing, the direction of travel being regulated by a cam arranged from the grain by the stroke of the plough, is changed into a vertical joint-and-lever gearing, the direction of travel being regulated by a cam arranged from the grain by the stroke of the rake." This machine has been found very useful in the preparation of the grain for binding. The rakes, when mounted on wheels, works continuously and can be arrested at any point by a lever from the operator's foot. This is a desirable feature, allowing of uniform shearing and a steady flow of disintegrated grain. In consequence of the large size of the table, there is some risk of shuddering when over-top; also, that the compact nature of the sheaf prevents its being properly spread out on the platform. The machine is not suitable for heavy crops, especially if the straw is long." In 1876 Mr. Colman introduced a new form of table-rake, which he calls a "blinder," in which the class of revolving blade instead of sweep-rakes is employed, and the gavies are dropped in the rear of the machine. The duty of the real is to press the grain to the knife, and hold it while being cut by the sickle. The sickle is then raised and lowered by hand to deposit the grain. The blade is fitted with a spring which holds it against the grain, so that it will cut without effort. The blinder can be removed from the machine, and the grain bound by hand upon tables stitched for the purpose. The amount of duty claimed for a Walter A. Wood harvester with binding attachment is, with fair grain on fair ground, from ten to fifteen acres per day. In Fig. 19 is shown a McKeown harvester with self-binding attachment, and showing the binding attachment detached. The details of the McKeown sheaf-binder are shown in Figs. 20-23. The binding apparatus is fixed at the side of the platform. The grain is cut in delivered by an automatic twister (Fig. 19), which is raised and lowered under the guard on to the platform (Fig. 20). The twister has the general form of a binding-arm on three legs, as shown in Fig. 19. The standard carrying the twister is shown in Fig. 21. The twister itself is shown in Fig. 22. The twister is raised and lowered by means of a lever (Fig. 23) which is attached to a rod running through a slot in the platform (Fig. 24). When this rod is moved up or down, it raises or lowers the twister accordingly. The twister itself is raised and lowered by means of a lever (Fig. 25) which is attached to a rod running through a slot in the platform (Fig. 26). When this rod is moved up or down, it raises or lowers the twister accordingly. The twister itself is raised and lowered by means of a lever (Fig. 27) which is attached to a rod running through a slot in the platform (Fig. 28). When this rod is moved up or down, it raises or lowers the twister accordingly. The twister itself is raised and lowered by means of a lever (Fig. 29) which is attached to a rod running through a slot in the platform (Fig. 30). When this rod is moved up or down, it raises or lowers the twister accordingly. The twister itself is raised and lowered by means of a lever (Fig. 31) which is attached to a rod running through a slot in the platform (Fig. 32). When this rod is moved up or down, it raises or lowers the twister accordingly. The twister itself is raised and lowered by means of a lever (Fig. 33) which is attached to a rod running through a slot in the platform (Fig. 34). When this rod is moved up or down, it raises or lowers the twister accordingly. The twister itself is raised and lowered by means of a lever (Fig. 35) which is attached to a rod running through a slot in the platform (Fig. 36). When this rod is moved up or down, it raises or lowers the twister accordingly. The twister itself is raised and lowered by means of a lever (Fig. 37) which is attached to a rod running through a slot in the platform (Fig. 38). When this rod is moved up or down, it raises or lowers the twister accordingly. The twister itself is raised and lowered by means of a lever (Fig. 39) which is attached to a rod running through a slot in the platform (Fig. 40). When this rod is moved up or down, it raises or lowers the twister accordingly. The twister itself is raised and lowered by means of a lever (Fig. 41) which 22 AGRICULTURAL MACHINERY. of the wire, so that from the upper spool, in between the teeth of the twister, so that the two parts of the wire are between opposite teeth in the twister. The standard now begins to return to the A diagram showing the position of the wire during different stages of the twisting process. Th. STANDARD POSITION OF WIRE DURING TWISTING Rt. STANDARD POSITION OF WIRE AFTER TWISTING A diagram showing the position of the wire after the first twist. El. WIRE PREPARING TO FIRST TWIST El. FIRST TWIST El. FIRST TWIST COMPLETE El. SECOND TWIST El. SECOND TWIST COMPLETE El. THIRD TWIST El. THIRD TWIST COMPLETE El. FOURTH TWIST El. FOURTH TWIST COMPLETE El. FIFTH TWIST El. FIFTH TWIST COMPLETE A diagram showing the position of the wire after the second twist. Ss. SECOND TWIST COMPLETE Ss. SECOND TWIST AFTER COMPLETION OF THE FIFTH TWIST A diagram showing the position of both arms after completion of the fifth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE FIFTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE FIFTH TWIST A diagram showing the position of both arms after completion of the sixth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE SIXTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE SIXTH TWIST A diagram showing the position of both arms after completion of the seventh twist. Ss. SECOND TWIST AFTER COMPLETION OF THE SEVENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE SEVENTH TWIST A diagram showing the position of both arms after completion of the eighth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE EIGHTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE EIGHTH TWIST A diagram showing the position of both arms after completion of the ninth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE NINTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE NINTH TWIST A diagram showing the position of both arms after completion of the tenth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE TENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE TENTH TWIST A diagram showing the position of both arms after completion of the eleventh twist. Ss. SECOND TWIST AFTER COMPLETION OF THE ELEVENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE ELEVENTH TWIST A diagram showing the position of both arms after completion of the twelfth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE TWELFTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE TWELFTH TWIST A diagram showing the position of both arms after completion of the thirteenth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE THIRTEENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE THIRTEENTH TWIST A diagram showing the position of both arms after completion of the fourteenth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE FOURTEENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE FOURTEENTH TWIST A diagram showing the position of both arms after completion of the fifteenth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE FIFTEENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE FIFTEENTH TWIST A diagram showing the position of both arms after completion of the sixteenth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE SIXTEENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE SIXTEENTH TWIST A diagram showing the position of both arms after completion of the seventeenth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE SEVENTEENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE SEVENTEENTH TWIST A diagram showing the position of both arms after completion of the eighteenth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE EIGHTEENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE EIGHTEENTH TWIST A diagram showing the position of both arms after completion of the nineteenth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE NINETEENTH TWIST Ss. SECOND TWIST AFTER COMPLETION OF THE NINETEENTH TWIST A diagram showing the position of both arms after completion of the twentieth twist. Ss. SECOND TWIST AFTER COMPLETION OF THE VINTIETH TwiST Ss. SECOND TwiST After Completion Of The Twentieth TwiSt position shown in Fig. 78, and in its rectilinear movement the teeth of two wheels shown in Fig. 80 engage in a rack by which they are revolved, and as their revolution they move the two steel wheels which revolve about them, and thus cause a continuous rotation to be imparted to them by difference in the number of teeth in the main wheels, so that the twin-teeth gradually overlap after several revolutions by one revolution of the main wheel. As seen in Fig. 81, the sheaf is increased, both parts being joined together by a single wire, and this wire is twisted round and round until it has been nearly returned to the position of Fig. 78. Fig. 80 shows the position of both arms after completion of this operation, and it will be observed that when this wire has been twisted round and round, it assumes a helical form. Now, it will have been seen that the wire has been joined by twisting both above and below the twister, so that when this wire is pulled up into its place, it will be found that it passes over both upper spools, as seen in Fig. 84. When this lower part of the wire again, the lower wire, as seen in Fig. 79, is pulled to the position seen in the lower part of Fig. 84, and as this arm still rises, the wire is pulled to its place by means of a projecting arm shown in Fig. 85, which is necessary to get the wire to its position shown in the dark-dotted lines, or to that shown in Fig. 81, and to effect this purpose a second projection is necessary on each side, as shown in Fig. 86, and two studs on the main cog-wheel, during the latter part of the return-movement of the standart, which are shown in Fig. 87. The projecting arm thus gives the wheel a push farther round. The wire is now in its position shown in Figs. 79, 81 and 84, and the whole is ready to recommence the binding operation. AGRICULTURAL MACHINERY. 23 The following is a summary of the dynamometer tests of shafh-binders made at the Royal Agricultural Society in August, 1877:
Names of Exhibitors to Order of Trial:
C. H. McConochie Walter A. Wood M. Osborne & Co. A. Brown
Width of cut, with key, 20 ins. 41 ins. 43 ins. 46 ins.
against key, 20 ins. 41 ins. 43 ins. 46 ins.
Length of machine, 6 ins. 6 ins. 6 ins. 6 ins.
Weight of machine, with key, 25 lbs. $0.50 $0.50 $0.50
against key, 25 lbs. $0.50 $0.50 $0.50
Tire diameter, with key, 44 ins. 44 ins. 44 ins. 44 ins.
against key, 44 ins. 44 ins. 44 ins. 44 ins.
Total weight of machine, with key, 88 lbs.
A diagram showing the parts of a plough or binder. The main components include the frame (A), the wheels (B), the cutting edge (C), and the handle (D). The wheels are connected to the frame by spokes (E) and are used to pull the plough through the soil. The cutting edge is attached to the frame and is used to cut the grass or hay. The handle is used to steer the plough and to apply pressure to the cutting edge. The diagram also shows how the wheels are connected to the frame by spokes (E). Lease-Mowers. The use of these machines is indicated by the name. The essential parts of the apparatus, which are shown in Fig. 87, consist of the frame and wheel, the rotary cutter, and a stationary knife below, and multiplying gearing for transmitting motion from the wheels to the cutter. The construction is such that, when the machine travels in one direction, the A diagram showing a lease-mower or binder. The main components include the frame (A), the wheels (B), the cutting edge (C), and the handle (D). The wheels are connected to the frame by spokes (E) and are used to pull the machine through the soil. The cutting edge is attached to the frame and is used to cut the grass or hay. The handle is used to steer the machine and to apply pressure to the cutting edge. The diagram also shows how the wheels are connected to the frame by spokes (E). mowers are opened, and when moved in the other they are not. The machine is made in various sizes to adapt it for hand-use, or to enable it to be drawn by a horse. Ploughs.-Figures 88 and 89 show two forms of ploughs, one being a single furrow plough, Fig. 88. On the under and upper side of the centre plough A is an adjustable bar of steel, having sharp-edged wings, and fastened to the throughout its whole length, which is more than half full length of furrow, are a number of teeth set at intervals on each side of this bar, so that when it is driven into the ground, breaking up and stirring up earth that falls upon and through them, and bringing the potatoes to surface. The second form of plough B is similar in all respects except that it has a double-pointed and rounded-leaf, is attached to the beam, and opens both at right-hand side, clearing away earth from both sides as it passes over it. The two rods B C are sufficiently high to permit the earth to pass between them, while they cause the weeds to pass to one side. The whole D E steady the implement, and also serve as gauge-ways in which it can be placed at any desired distance from either side. Displa-edges are used to turn back the hay as it lies on the meadow, in order to dry it preparatory to mowing. In Fig. 89 is shown a plough for mowing hay or straw, which consists of a frame through which medium of ploughing, crushed straw carrying forks. Each fork is connected at its centre end and at its base by a rod A B C D E F G H I J K L M N O P Q R S T U V W X Y Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z The whole framework carrying the forks and gearings swinng open on a beam supporting it on the latter by separate Google 24 AGRICULTURAL MACHINERY. bearings; hence to alter the distance at which the forks approach the surface it is necessary only to change the position of the fork-carrying frame with relation to the draught-frame. This is accom- A hay tedder with a lever attached to the driver's seat. plished by the lever shown above the driver's seat. The motion of the forks is closely similar to that performed by hand in reaping the hay. English machines usually have two separately-rotating frames carrying forks, each fork carrying a pair of tines, and both on the same level. The direction of motion of the forks may be reversed, so that, after the hay has been reaped, it may be drawn back again towards backward. A machine of this class is shown in fig. 91. Fig. 91 represents an American hay-tedder. The forks are carried on a wheel which is revolved by multiplying gear from the wheel-screw. It is furnished with sixteen tines, and is so constructed as to make sure that they revolve rapidly, with a rotary motion, and that the power edge, may be easily backed, and readily pass over ordinary obstructions, without any attention being required. Hay-tedders should be used on the meadow about three times a day, which will enable the farmer A hay tedder with a lever attached to the driver's seat. A hay tedder with a lever attached to the driver's seat. AGRICULTURAL MACHINERY. 25 to cut his crop in the morning, and draw it in the same day; giving him, also, more uniformly dried and better hay. A horse rake gathers the hay preparatory to its removal from the meadows. That repre- sented in Fig. 92 may be used without lifting the rake or stopping the horse. It has a double row of teeth, pointing each way, which are brought alternately into use as the rake makes semi-revolu- tion on two wheels, one of which is fixed and the other revolving. The teeth are held in place by the pressure of the square frame on their points, beneath the handles; but, as soon as a load of hay has collected under them, they are lifted out of the ground by the action of the horse, rais- ing them enough for the forward row to catch the earth. The continued motion of the horse causes the teeth to be alternately drawn over each forefoot, over the window. In this way each set of teeth is alternately brought into operation. An improved form of rake is represented in Fig. 93. It is arranged with a sulky, so that the operator can sit on it while working. The teeth are attached to a horizontal bar projecting through the vertical lever, lifts the teeth and discharges it. The horizontal bar projecting through the teeth keeps the hay from falling between them. The apparatus is shown in Figs. 94 and 95. Another form of spring-tooth rake, the teeth of which are made of stiff, elastic wire, on the points of which A diagram showing a horse-drawn rake with a sulky. 94 the rake runs; they bend in passing an obstruction, and spring back into their place again. The rake is unloaded by simply lifting by the lower handles, the upper ones being intended for holding out part of the load when it is full. Hay-covers are essentially large, stout, coarse rakes, with teeth projecting both ways, like those of a combine harvester. They are drawn by two horses at once, one on each side of the window, along each side of the window, and the two thus draw this rake after them, scooping up the hay as they go. When 500 bales or more are collected, they draw it at once to the stack or barn, and the horses turning about at each end, easing the gates to make half a turn and draw the teeth backward A diagram showing a horse-drawn rake with a cover. 95 from the heap of hay, and go empty for another load—the teeth on opposite sides being thus used alternately. In Fig. 96 the apparatus is shown separate, and in Fig. 97 in operation. A diagram showing a horse-drawn rake with a cover. 97 A diagram showing a horse-drawn rake with a cover. 98 26 AGRICULTURAL MACHINERY. Hay-landing machine lift the hay upon vehicles. The Douglas machine, shown in Fig. 9, of a frame hinged to the rear of the wagon, and suspended by chains, by which it can be lowered or raised at will, and thus facilitate the loading and unloading of its to- ton. Around the rollers pass leather belts, armed with steel spurs, which pick up the l wagon, pushing it forward until it is placed on the platform of the wagon. The Horse hay-forbe are also used to facilitate the loading and unloading of hay. Fig. 98 sh ding's fork, in which a hinge joint is placed at the connection of the head and handle, so that, momentarily, the fork may be lifted out of the way, when the hay is loaded into the load allowed to fall on the stack or wagon, as shown in the lower figure. Another for- 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 90 forks work most rapidly, but they are obviously not suited for use with hay. Walker's harpoon is a straight bar of metal, appearing almost as simple as a crowbar. Its point is driven into the hay as far as desired, when a movement at the handle is suf- ficient to drive it through the hay, and then swings it Fig. 75 represents a hay- Fig. 76 represents a hay- Fig. 77 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- Fig. 78 represents a hay- around over the stack, dropping it where desired. The crane is effected as follows: Two ropes are attached to the end of each fork, one rope being strung around the fork and passing under both legs of the fork, and then around from the foot of the straight shaft, This cord then passes up over and down over the fork, and is attached to the other end of the fork, and then passed over and down over the other leg of the fork, and then attached to the end of the smaller cord. At the same time that the horse, in driving, does, when he has reached his head of load, the weight of it is raised until it strikes the ground, when it the horse backs, the weight drops again to the ground, taking up all the load on his back, and then continues to drive until he has brought it back over the head. The inclined height for raising the load before swinging is regu from underneath by means of another smaller cord, so that it will not receive until it is swung at pulley under the head-block. 2. Injacent-Motion Croppe. Threshing-Machine Threshing and cleaning machine. Threshing and winnowing machine. All these above terms are applied to the name class of The operation of this machine consists in separating grain from straw necessary to the winnowing add but very little to the cost; while increasing greatly the utility of the mechani cleaning process by removing much more quickly than formerly was possible by hand winnowing. Separating, however, is applied to such processes as separating the grain from straw, and other purifying and asserting as cannot be performed by the simplest process of winnowing, processes which require more labor than any other process known; but these processes those simply intended simply to remove matter foreign to the grain itself are termed cleaning p The first and simplest processes of disbanding and separating only are performed in t AGRICULTURAL MACHINERY. 27 machine—the further cleaning, polishing, and separating processes being done by the miller. See MILLER. A diagram showing various agricultural tools, including a plow, a harrow, and a reaper. The tools are labeled 104, 105, 106, 107, and 108. In Fig. 108 is represented a sectional view of an excellent thrashing and cleaning machine, the design of Minard Harder, of Coloskiil, New York. In this machine the grain is fed into the machine as denoted by the arrow marked 1, the thrashing operation being performed simultaneously by the roller A and the revolving cylinder B. The air passes through the cylinder B, as shown by the arrows 2 and 3, while the straw passes along, finding exit as denoted by the arrow 3. The grain and chaff passing through the A detailed diagram of a machine with various parts labeled. The main components include a cylinder (B), a fan (F), and a series of rollers (R). The diagram shows how the grain is processed through these components. fan 2 fall into a trough and thence to threeieves marked respectively D, E, and F. D is a revolving fan which forms a current of air between the sieves, the grain falling through while the chaff and dust are carried away with the air-current produced by the fan. The revolving cylinder A is pro- 28 AGRICULTURAL MACHINERY. vided with a series of spikes arranged equally in rows around its circumference. The ax- is bar standing parallel with the axis of the cylinder $A$, and contains stationary spikes, and each spike is connected by a rod to a lever $B$ which is attached to the frame of the machine. The loosening the grain thence. The rotary motion of the cylinder $A$ throws the grain as the apparatus revolves, and the spikes on the revolving cylinder $A$ are driven into the ground, and thus break up the soil. The revolving cylinder $A$ is provided with a cover $C$ consisting of a revolving shell carrying three wings. This serves also to prevent the grain being thrown by the cylinder $A$ too far forward upon the separator $C$. In the rear of the cylinder $A$, and at right angles to its axis, is placed a second cylinder $D$, which is revolv- ing in order to force the straw slightly down, and prevent its being thrown too far backward by the separation of the grains. The upper part of this cylinder $D$ is divided into two parts, each of which are situated between the blades $E$. These perforated boards and the blades are op- enly, that they may receive the straw falling from the cylinder $A$. The blades are so placed that they slightly vertical as well as lateral, so that during the reciprocating movement of the blades $E$ through the separator board. When the motion of the blades is toward the arrow $2$, in F blade $E$ is raised, and when it is toward the arrow $3$, in F blade $E$ is lowered. The straw upon their upper edges, and are serrated with teeth similar to saw-teeth, the front of the t rear edge of these blades being smooth. The motion of these blades is such that they move back at the teeth during the backward motion. In addition to this, the upper edge of this wall is serrated with teeth similar to those of the blades $E$, but they are arranged next one, so that they impart to the straw a combined zigzag, vertical, and horizontal mo- vement, and the arrow marked $4$, affording ample distribution of the straw to insure the falling of the straw through all parts of the machine. The lower screen $F$ consists of two pieces, one sta- tionary, and also the rod $N$ attached to the trough $O$. The separator and the trough are by links connected together. The lower screen $F$ is made of iron plates, lying upon a hori- zontal plane, and the blades are made to recede, in addition to this horizontal movement, only with respect to their own axes, in order that they may be able to throw out all kinds of separated material. The grain after falling through the separator through the trough $O$ reasons of the motion of the trough and its own gravity to go back, and therefore falls to its lowest point. The upper screen $G$ consists of two pieces, one stationary, and also has teeth station from falling in a body upon the first screen $E$, which is termed the chaff-screen. Screen $G$ is made of iron plates, lying upon a horizontal plane. It is constructed so that it has meshes of equal size for all kinds of grain, while the mesh of the middle sieve is ver- tical and horizontal. In this way all kinds of grain can be separated from each other. Thus, wheat, ry, and oats, a mesh longer than it is wide, are employed. The lower screen $F$ has than others, in order to separate seeds and small grain. The cleaned grain falls from the bottom of this screen into a pan or pan box $H$, which is attached to a shaft $I$, and out with the air-seed as shown by the arrow $B$. The capacity of this machine, as deter- med by Mr. H. W. Burt, Esq., at 30 miles per hour on 5 acres, produces 11 bushel clean wheat, threathed in 40 minutes. In Figs. 110 and 111 are represented an English threshing-machine (Fig. 110) in a side showing the framing different around the edges, and at intervals in length by planes A diagram showing a side view of an agricultural machine. shows the arrangement of the pulleys for driving the drum shakers, fan, etc. The other ' a longitudinal section through the centre of the machine, and shows clearly the arrangement shakers, shover-beater-awards, and fan. The engraving explains the arrangement of the thresher's frame and machinery. The machine consists essentially of two parts: (a) A frame with special features of this machine, other than the iron framework mentioned above. The dru of six feet long by four feet wide; (b) A frame for holding up this frame at right angles to it, at iron bars, to which beater-plates are attached; this arrangement being found preferable during wood beneath beaters. The cover at back of drum is having of wire 118 AGRICULTURAL MACHINERY. 29 The elaborate number of four horses, the straw-shakers being arranged as shown. They are attached by two crank-shafts, one at each end, connected with the shakers by brackets. The cranks are pro- vided with long bearings, and a collar at each end, over which the top bearing-block overlaps, to keep the belt from slipping off. The bottom block is fastened to the frame by a bolt. The shakers are driven by a crank-shaft similar to those of the shakers. The wheels of the blast employed in the machine is taken from one fan, shown in Fig. 111, one part being taken under the wheels of the main dressing- stone, and the other thrown upward to act on the corn as it passes from the cleaner to the screen. A large agricultural machine with various components visible, including a large wheel and a conveyor belt system. The elevators are entirely within the machine, and lift the grain from the reservoir. It will be noted that the main difference between the English and American machines consists in that, in the former, driving of the shakers is effected by a single shaft, while in the latter, two shafts are used. In this way, the straw is used for threshing barns and stocks; so that it is desirable that it should leave the machine un- broken. This method is better served than revolving drums than with the spiked rollers. Figs. 113 to 114 represent Herdell's improved machine for threshing and holding cover. The A detailed diagram showing the internal workings of Herdell's improved threshing machine. threshing-cylinder $D$ has four rows of wedge-shaped teeth set spirally on its surface, as shown in Fig. 114, which take the cover-stalks from the semi-board $A$, and carry them up as indicated by the arrow A detailed diagram showing how Herdell's improved threshing cylinder works. under the canvas $C$, which is provided with three rows of teeth. As the teeth in the canvas are only half as far apart as the teeth in the cylinder, the latter are so arranged as to pass alternately through the spaces between the teeth in the canvas. 80 AGRICULTURAL MACHINERY. The vibrating-board $K$ conducts the thresher closer on to the upper bolt $R$, which is made of thin boards, perforated with holes one and one-eighth inch in diameter; and in the same frame is a screen A diagram showing the internal workings of a thresher, including a vibrating board, a screen, and a cylinder. If, with holes three-fourths of an inch in diameter. When the screen moves toward the thrashing-cylinder, it descends and slips forward under the straw, and rises as it moves back, carrying the straw A diagram showing the movement of the screen in relation to the thrashing-cylinder. from the thrashing-cylinder, and it passes off at the end of the screen, while the bolls and seed pass through the screen on the table $T$. A belt of slate $b$ $d$, carries the bolls and seed off of the table AGRICULTURAL MACHINERY. 31 To the inclined feed-board $P$, which conducts them on to the balling-cylinder $L$. The shaft of this cylinder may be provided with a pulley or gear to turn it and operate the machine, as the pulley 1 on this shaft is connected by belt to pulley 2 on the thrashing-cylinder. The cylinder $L$ is covered with two screens, one above the other, made of wire-mesh, and having a space between them equal to that of the cylinder $L$, and the balls and seed fall into the cylinder off the board $M$ and are carried by the revolving shell through the screen, and out at the end of the cylinder. The balls from the seed, both falling to the board $M$. They are then carried by the belt of shafts 5, 6, under the screen, and pass through it, while the seed passes through the screen, while the balls pass off at the end of the screen. The case $F$ around the fan consists of a breast between the end of the board $M$ and the screen $B$, so that when they are turned round, the balls are conveyed up to the top of the lower screen, thus mingling with the falling seed. The screen $B$ traverses so fast that they slip forward under the screen, and are conveyed up to the top of it, where they fall down again, and carry it back. This operation being continued, the seeds pass off at the rear end of the screen. A transverse section of Fig. 117 shows how this machine works. It is a conical pan, with the top parts removed, in order more plainly to show the parts represented in Fig. 116. At the shaft $A$, the cylinder $C$, the inner revolving shell, and $D$, the outer or stationary shell. The inner surface of these shells is covered with a wire-mesh, as shown in Fig. 1, 2, etc., Fig. 117, into corresponding ovals; the spaces thus forming the longitudinal and working surfaces of these shells are filled with a material which will not pass through them but will be retained by them. Air is let into the cylinder at its lower end, through holes around the centre, and spaces between the bars on its sides. The air passes through these spaces into those formed by the wire-mesh, which is placed over them so that no air can escape from them. The inner surface of the revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The inner surface of this revolving shell is covered with a wire-mesh similar to that used in Fig. 116. The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of the machine, as shown at A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z. The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of the machine, as shown at A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z. The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of the machine, as shown at A, B, C, D, E, F, G, H, I, J, K, L, The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of the machine, The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of the machine, The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of the machine, The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of the machine, The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of the machine, The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of the machine, The space between the dividing rings $E$ and $H$ is covered with a quality that will not pass through it but will be retained by it; and by means of which it will be conveyed up into the upper part of The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between The space between 32 see: The apparatus shown in Fig. 180 is designed for hand-use. Multiplying gear is placed bet-ween th crack-handle bar shown. The sieves are vibrated by means of crank disk-axel and bell- 32 AGRICULTURAL MACHINERY. crank. The grain is fed in at the top, and passes through the screen, the aperture of which is narrow, while the lower one are of varying degrees of fineness, the object being to distribute the fanning duty, by arresting the motion of the grain, so that the coarser impurities pass out between the up- per and lower screens, and the finer ones are retained within them. The screen is made of wire cloth, and is supported on a frame. 6. Miscellaneous Agricultural Implements.—Of these there is a large number variously adapted to special uses. One of the most interesting is a machine for plowing, invented by Mr. John H. Hagerly, designed by ex-Governor Randolph, of New Jersey. In this machine the flange-wheel A cuts the ground upon each side ready for the cutter O to slice off the soil, which is elevated and delivered at the edge of a trench B, 10 feet wide, 2 feet deep, and 5 inches wide, in one hour, the soil being heavy mud and blue clay. A machine for plowing, invented by Mr. John H. Hagerly, designed by ex-Governor Randolph, of New Jersey. Fig. 120 is an apparatus having a simple lever carrying a knife. At the end of the trough is attached a stationary blade. The fodder is fed through the trough by hand into a hopper C, which is connected with a revolving cylinder D, having self-feeding spiked rollers. It has two revolving knives and a fixed knife. The apparatus shown in Fig. 121 has two knives, whose blades are connected with a shaft E revolving continuously upon a mandrel. Between the rollers and knives the material passes. Fig. 122 represents a machine for mixing corn and cobs for feed. It is driven by power, the operation being performed by the re- volving hooked teeth. The speed should be about 600 revolutions per minute. Fig. 124 is a machine An apparatus having a simple lever carrying a knife. The fodder is fed through the trough by hand into a hopper C, which is connected with a revolving cylinder D, having self-feeding spiked rollers. The apparatus shown in Fig. 121 has two knives, whose blades are connected with a shaft E revolving continuously upon a mandrel. The speed should be about 600 revolutions per minute. AIR-COMPRESSORS. 83 For cutting vegetables for fodder. The cutting-wheel is made of cast-iron, through which are inserted three knives similar to plane-irons; these cut the vegetables into thin slices with great rapidity, and the cross-knives operate to cut and break them into irregular pieces of convenient form and size for feeding to animals. **Cutter-rollers** remove the grain of Indian-rice or maize from the oats. The general principle fol- lowed in this apparatus is shown in Fig. 127. The oats are placed on a revolving disk, which is covered with a far surface. The operation of the apparatus shown in Fig. 125 is evident. In the machine shown in Fig. 126, the oats are fed into the machine by means of a hopper, and are conveyed upon a revolving disk, the edge being fed slightly, and presented lengthwise to the face of the disk. **Cider-Mills**—These usually consist of a grinding-mill and a press, for crushing apples and ex- tracting their juice. The apple is first ground in the mill (Fig. 127), and then passed through a sieve, which is placed in the press (Fig. 127). **Accordian-Presses**—The elements involved in hatching eggs by artificial means are that the eggs shall be kept for 21 days at a temperature of about 102° Fahr., and that in one case shall that tem- perature fall below 100° or rise above 100°, while the eggs should be carefully turned over once in every 8 hours. A diagram showing a simple form of Corbitt's incubator. A diagram showing a simple form of Corbitt's incubator. A diagram showing a simple form of Corbitt's incubator. In Fig. 128 is shown a simple form of this apparatus known as Corbitt's incubator, which con- sists of a cylindrical wooden box, in which are placed two sieves containing the eggs. During the process of incubation, air is admitted through a tube attached to the top of the box, and also through the product of grain-feed (not grass-fed) horses, and must not be over two months old. The ventilator draws out the carbonic acid gas from the eggs, and thus prevents their decomposition. After 21 days, the chicks are removed to what is termed the "artificial mother" shown in Fig. 129. This is a box exactly similar to that used for incubating eggs, but instead of being filled with straw or hay, it is filled with a piece of sheep-skin from a long-wool sheep, and arranged to be moved up and down by a screw. The manner is kept partly around the box, to provide the needed warmth; the door is left open for the chicks to come out freely, so that they may have access to food and water; after having been fed for a few times, the chicks will learn to come out even when the door is closed. When they are ready to be removed from the incubator, After having been fed for a few times, the chicks will learn to come out even when the door is closed. When they are ready to be removed from the incubator. After having been fed for a few times, the chicks will learn to come out even when the door is closed. **Cow-Milkers**—An apparatus for milking cows is shown in Fig. 130. It consists of a glass receiver, having a small outlet at its lower end; this cover extend four rubber tubes, which ar- rinate in metal tubes attached to the teats. Air is drawn from outside through one tube, and milk thus drawn down. The device may be suspended by hooks on a strap over the cow's back. J. H. AIR-COMPRESSORS.—A machine for compressing air, which is afterward to be used in multiple engines as a source of power, or as an agent for raising steam pressure, or as a blast for blowing glass or other articles; such ma- chine are known as blowers or compressors and blowers. The name "blower" is more commonly applied to ma- chines intended for raising steam pressure than to com- pressing engine" piston compressors. The former, having with them no means of conveying air from one place to an- other. For mechanical applications of compressed air, see Steam-Pumps; For electrical applications see Elec- tricity; For telegraphical applications see Telegraphy; For theoretical considerations see Steam. Apparatus for compressing air may be divided into two parts: secondly, a machine wherein the air is compressed. Compressed-air engines are those in which air is com- pressed by means of pistons working against atmos- pheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- pressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- compressors are those in which air is compressed by means of pistons working against atmospheric pressure or against air-pressure generated. Low-pressure com- 130 84 AIR-COMPRESSORS. pressures not exceeding 5 absolute atmospheres—that is to say, to less than one effective atmosphere. **Medium-pressure compressors** are those in which the pressure attained is compressed between 5 and 4 absolute atmospheres, or between 1 and 3 effective atmospheres. **High-pressure compressors** are those in which the pressure attained is compressed between 4 and 6 absolute atmospheres, or between 3 and 7 effective atmospheres. Very high-pressure compressors are those in which the air is compressed to pressures greater than 6 absolute atmospheres, or more than 7 effective atmospheres. 1. With regard to volume furnished at a given pressure, each of the foregoing classes may be divided into two groups, viz., (a) piston-compressors, and (b) rotary-compressors. Of the first class, the **piston-compressor**, the primitive type of which is the blast-mechanism of blast-furnaces, in which the air contained in a cylinder is brought to the desired pressure by means of a piston which gradually increases the volume of the cylinder, and thus reduces the pressure within it; and (b) **rotary-compressor**, the primitive type of which is the tramp or water-bellows of Catalan forges, and which has been improved upon by many inventors. In piston-compressors the piston may act on the air either directly or by the intermediary of water, which serves as a medium for transmitting its force. In the former case, the cylinder may be divided into two parts, one of which contains the piston, while the other contains the air to be compressed; or it may be again divided in accordance with the means used for cooling the air and the cylinder. As each class of compressor may be subdivided according to this principle, for the convenience of the reader the various groupings are recapitulated as follows in their proper order: A. Low-Pressure Compressors. 1. **Low-Pressure Machine**. 2. **High-Pressure Machine**. B. Exhausting and compressing apparatus for gas-work. 1. **Intake-pump** and **exhaust-pump**, which include (a) walking-beam engines, (b) horizontal engines, (c) vertical engine. C. Compressing and exhausting machines for pneumatic telegraphs. D. Compressing machines for steam-work. 1. Water-machine. 2. Steam-machine. A. Low-Pressure Compressors. 1. Forging-pumps, for driving apparat. 2. Compressors for compressive-air wells. 3. Compressors for pneumatic foundations and railways. III. High-Pressure Compressors. A. Low-Pressure Machines. 1. Piston-compressors acting directly on the air to be compressed. 2. Hydraulic piston-compressors. 3. Air-compressors without refrigeration. 4. Compressors in which the refrigerating apparatus is provided with a jacket about the cylinder, in which there is water in circulation. 5. Compressors wherein refrigeration is effected by water maintained on the piston. 6. Compressors wherein refrigeration is received by water introduced at the periphery of the compres- sing piston. 7. Compressors wherein refrigeration is effected by in- jection of water in the compressing cylinder. 8. Compressors wherein refrigeration is effected by in- jection of water in spray in the compressing cylin- der, and also by a jacket about the piston, and also within the piston. 9. Hydraulic piston-compressors. 10. Intake-pump. IV. Very High-Pressure Compressors. A. Low-Pressure Machine. 1. Compressors having pistons acting directly on the air to be compressed. 2. Hydraulic piston-compressors. 3. Air-compressors working in the same manner. A. Low-Pressure Compressors. A Low-Pressure Apparatus—This class includes hand and force blowers; also, forcing-pumps for supplying air to respirators; also, Fig. 151, consists of a leather bellow, fixed between heads, in which are inlet and delivery valves. In the centre of the bellows is a piston of wood, connected by a split connecting-rood with the crank A large mechanical device with gears and levers, set against a patterned background. HAND AIR-COMPRESSOR - AIR-COMPRESSORS. 35 dial wheel. The air is driven into a suction reservoir in the lower portion of the machine, which communicates with the delivery-valve, and by a lateral tube with the air-combust. This appa- ratus includes a cylinder, 18 inches in diameter, and 11½ feet in length, with a stroke of 6 inches. The pressure of from 0.6 to .05 cubic feet is sufficient to apply the air to five or six minutes with its lamps a distance of some 800 feet from the compressor. 5. High-pressure blowers. Fig. 132 represents the blowing and blasting machines used in the large German sugar-works for injecting carbonic oxide into the blowing apparatus. The air-cylinder is in line with the steam-cylinder, the piston-cylinders being mounted and guided as shown. The diameter of the air-piston varies according to the power of the machine, but is usually from 12 to 14 inches. The stroke is from 6 to 8 inches. The revolutions vary from 30 to 60 per minute. The valve-mechanism is clearly shown in the en- graving. 1. Bald.Furnace Blowing-Engine.(a) Walking-beam Machine. Fig. 133 shows the disposi- tion of the machine used at Bower Vale, Wales. This engine, owing to its size, is probably the most powerful of all that have been constructed. It has a cylinder, 24 inches in diameter, 12½ inches stroke; 147 inches length of walking-beam, 85 feet 7 inches; fly-wheel, diameter, 30 feet 7 inches; weight, 25 tons; speed, 30 revolutions per minute; volume of cylinder, 1,858 cubic feet; number of revolutions per minute, 30; absolute pressure of blast, 3.5 atmospheres; volume of air thermostatically furnished at this pressure, 24,484 cubic feet. (b) Horizontal Blowing-Engine. The steam-piston has two rods one attached to the cen- ter-piece of the crank-shaft and fly-wheel, the other to the end of the cylinder. The principal dimensions, etc., are as follows: Cylinder, 24 inches in diameter; stroke, 147 inches; length of walking-beam, 85 feet 7 inches; Motor: Diameter of cylinder, 24 inches; stroke, 147 inches; revolutions per minute, 30; absolute pressure of blast, 3.5 atmospheres; volume of air thermostatically furnished at this pressure, 24,484 cubic feet. (c) Vertical Blowing-Engines. Fig. 134 represents two types of compressors used in making licorice in Pennsylvania. The pistons are placed in holes bored through the cylinder and are connected with rods so as to insure their rapid closing. The delivery-values are of leather. The cylinder is surrounded by an annular member. Motor: Diameter of cylinder, 24 inches; stroke, 147 inches; revolutions per minute, 30; absolute pres- sure at the pressure, 11,904 cubic feet. Motor: Diameter of steam-piston, 43 inches; stroke, 47½ inches; weight, 25 tons; speed, 30 revolutions per minute. Absolute pressure of blast, 4.7 atmospheres; stroke, 46½ inches; useful volume of cylinder, 151 cubic feet; revolutions per minute, 60; volume generated per minute, 18,345 cubic feet. A diagram showing a vertical blower engine. 188 A diagram showing a horizontal blower engine. 189 36 AIR-COMPRESSORS. A diagram showing a pneumatic telegraph system with various components labeled. 8. Compressors for Pneumatic Telegraphs.—These machines are used in large cities for producing the pressure of vacuum for impelling packets through underground systems of pneumatic tubes (see 104). Pneumatic Telegraphy, in TELEROMATY). Fig. 107 represents the machine used in the Post-Office, Lon- don, England. The walking-beam is connected with two compressing cylinders, also to steam-cylin- A detailed diagram of a pneumatic telegraph machine, showing the walking-beam and compressing cylinders. 105 A close-up view of the walking-beam and compressing cylinders of the pneumatic telegraph machine. 106 AIR-COMPRESSORS. 37 see built on the compound system, and to the fly-wheel. The absolute pressure of the compressed air is 1.7 atmospheres, and the corresponding volume of air furnished is 508 cubic feet when cylin- ders are single acting ; when double-acting, twice this total. The dimensions are as follows: Motor : power 10 horse-power ; speed 600 revolutions per minute. Cylinder : length 12 inches ; diameter 6 inches ; stroke 1 inch. Inlet-valve : at 3 strokes ; condensing steam-pressure, 75 lbs. Air-cyl- linders : diameters 6 inches each ; length 12 inches each ; stroke 1 inch each. Outlet-valve : at 3 strokes ; condensing steam-pressure, 75 lbs. Fly-wheel : diameter 4 feet ; number of spokes, 24 ; width of spoke 24 inch ; revolutions per minute, 50 ; volume generated per minute, one cylinder, 998 cubic feet ; two cylinders, 1,996 cubic feet. The cylinders are made as shown in Fig. 187, as to be able to receive the air from the reservoirs V and VI, and to discharge it into the atmosphere. The valves are placed in chambers on each side of the cylinder, as shown. The inlet-valves are on the left, the outlet-valves on the right. The air is first admitted to the lower chamber of the cylinder, where it is compressed by the lower pair of pistons, one with the receiver to be exhausted, the other with the compressed-air reservoir. It will readily be seen that this arrangement enables the air to be compressed in different ways according to its use, and also to be used at different pressures. The total valve openings aggregate about 3,000ths of the piston-ports. Compressors without Pistons. -1. Water-Apportators.-Of this variety they are two types, that in which the compression is produced only by the progressive reduction of the volume occupied by the air in the cylinder (Fig. 188), and that in which a portion of the air is compressed by means of the enainment of the air by means of a liquid vein operating under a given pressure. The first may be called (1) "air-compressors" or "air-pumps," and the second (2) "pneumatic-dampers." Both are in use at some of the pneumatic-dampach stations of Paris. An example is given in Fig. 188. The machine consists of a air-compressor of 5 feet 2 inches diameter and 64 cubic feet in capacity, and two air-chambers, 308 cubic feet each, connected with a reservoir mercury with the city water-mains, another reservoir for storing water for use in case of a third on the upper portion of the latter mercury reservoir being empty. The air- air-compressors are connected as shown, and from one a tube leads directly to the pressure pipe supplying water-mains and from another a tube leads through a con- tainer filled with air, and placed in mercury reservoirs V and VI respectively. The air from these tubes enters through 5 feet pipes drawn out of the air, and compresses it in the two chambers. When the reservoir is filled, the air is removed from a volume of 963 cubic feet to one of 415 cubic feet, and the pressure amounts to 1.6 atmospheres. This apparatus is known as the "air-pump" or "air-compressor" because it has no known name-bellow or trampage of the Catalan forge. An improved device on the same principle has been used by Mr. Siemens for compressing air for use in his steam-engines. A long horizontal tube is fitted with a hanging valve B, which prevents the air coming from the reservoir to which the tube is attached. At its lower end is a vertical pipe leading into a large reservoir C containing mercury at a given pressure which entrains air with it, and so effects compression of the latter in the reservoir V. The reservoir is 1954 cubic feet in capacity, and M. Romer has constructed one similar to this at a cost of approximately £2000. The pressure in this apparatus is raised from atmospheric pressure up to 45 lbs., or about half that amount of the volume of water employed raising the air-pressure to 1.6 atmospheres. 2. Hose Compressors.-This is also some general heading.)—Mr. Siemens has investigated the application of the steam-injector to the propulsion of gases, and he has constructed an injector with steam at 45 lbs. pressure, produce a vacuum of 28.7 inches of mercury. Fig. 149 is A section of an apparatus showing a conical injection pipe. a section of the apparatus. The injection-pipe is slightly conical in form, maintaining the conver- gence of the concentric air and steam jets toward the axis of the tube on a length compressing ho- mogeneous gas or vapor from atmospheric pressure down to any desired pressure below atmospheric. The object of this convergence is to secure complete mingling of steam and air. Mr. Siemens has applied this apparatus to the production of a vacuum in 21,300 feet of pneumatic-dampach tubes in London. Three injectors 38 AIB-COMPRESSORS. maintained in pipes of the above length and 2.5 inches in diameter a vacuum of 9.8 inches of mercury, with steam at a pressure of 30 lbs. per square inch, and a consumption of coal of about 64 lbs. per hour. The same apparatus has been used for blast in 147 coal mines, but owing to the difficulty of obtaining sufficient air supply, it cannot be practically employed as a rule to ef- fect the compression of air for this purpose. 2. Apparatus has been produced wherein compressed air itself has estimated the sur- face area of the piston, so that the work done on the sub- ject has not resulted in the invention of any new principle. II. Mecin-Compressors. A. Low- pressure compressors are made by the com- panies of the Sommier type designed for low duty. The piston plunger moves in an open cylinder, and the pistons and cylinders are placed in a vertical chamber connecting with the atmosphere, and filled with water, so that when the piston is at the end of its stroke, it is immersed in water. As each impulse a portion of the water is forced out through the valve into the cylinder, there is placed around the chamber a water jacket, which pansing through the valve into the compressor at each low: Absolute pressure of air, 5 atmospheres; volume of air furnished per minute, 278 cubic feet. Motor of 10 horse power; diameter of compressor piston, 0.8 inches ; stroke, 16 inches; speed, 144 revolutions per minute; 15 ; theoretic volume generated by the piston at this velocity, 149 cubic feet. 2. Compressors for supplying Air under Pressure in Mines. A high-pressure compressor used in sinking wells near Liège, Belgium, is shown in 147. The aspiration-valves are fixed on the upper half of each head of the air-cylinder and open directly into the atmosphere; the pre- pressing valves open into a chamber communi- cating with the atmosphere at the lower end of this head. This chamber is connected by a tube with the wall of the cylinder below. etc.: Absolute air-pressure, 5 atmospheres; vol- ume of air furnished at this pressure, 15 cubic feet; 25 inches long; diameter of cylinder, 23 inches; stroke, 148 same: useful volume of cylinder, 6 cubic feet; revolutions per minute, 50 ; theoretic volume gene- rated per minute, 23.8 cubic feet. A diagram showing a high-pressure compressor used in mining. Motor of 10 horse power; diameter of piston, 14.9 inches; stroke, 25 inches long; diameter of piston, 23.4 inches; stroke, A diagram showing a low-pressure compressor used in mining. Motor of 10 horse power; diameter of piston, 0.8 inches; stroke, 16 inches; speed, 144 revolutions per minute; theoretic volume generated by the piston at this velocity, 149 cubic feet. AIR-COMPRESSORS. 39 I. Compressors for Bridge-Pandolfoes.--These are mainly employed for forcing air into bridges. The disposition of the call compressor used at Kalm Bridge is the plan for Fig. 148. The rods of the cylinders are connected. The compressing cylinder is at the base of an iron box, so that the compressed air may be conveyed to the other side of the bridge by means of pipes. The box has on its upper part a valve and a pressure gauge. The dimensions, etc., are as follows: Absolute air-pressure, 5.5 atmospheres; volume of cylinder, 1,600 cubic inches; stroke, 24 inches; revolutions per minute, 180; weight of motor, 1,700 pounds. II. Compressors for Pumps.--The compressors used in pumping water are similar to those for bridges, but have as the aspiration and compression values. The dimensions, etc., are as follows: Absolute air-pressure, 5.5 atmospheres; volume of cylinder, 1,600 cubic inches; stroke, 24 inches; revolutions per minute, 180; weight of motor, 1,700 pounds. The causeuses of the East River Bridge, New York City, were supplied with air-compressors, with cylinders 14.9 inches in diameter by 13.7 inches stroke. III. Compressors.--A. Hahn-Pamcansen Engine for Hammer-Convertis--Fig. 148 represents an engine of this class, installed in Pittsburg. The cylinder is placed horizontally and inverted. Around this cylinder is a water jacket, and the valves are placed in the sides of the cylinder. The steam enters through a concentric inlet and delivery chambers. The valves are formed of very light disks of vulcanized rubber-socketed by disks of wood. The pistons are supported by a frame which is held down by spiral springs. The dimensions, etc., are as shown in Fig. 148. The capacity of this engine is furnished at this pressure, 2,800 cubic feet. Motor: Diameter of cylinder, 44 inches; stroke, 24 inches; useful volume of cylinder, 147 cubic feet; revolutions per minute, 60; theoretical volume of air delivered per hour, 256 cubic feet. IV. Hahn-Pamcansen Compressors.--Machine of this class are used for supplying air under power for rock-drills, where the soil is very hard and dense. The general construction of the Bussing compressor is shown in Fig. 148. There are two vertical inverted air-cylinders, the piston of which are moved by cranks on a shaft which carries at one extremity the fly-wheel, and A diagram showing the internal components of a Bussing compressor. 148 A. Lengthy Apparatus.--Under this heading may be placed the compressors used for supplying air as under-power for rock-drills, where the soil is very hard and dense. The general construction of the Bussing compressor is shown in Fig. 148. There are two vertical inverted air-cylinders, the piston of which are moved by cranks on a shaft which carries at one extremity the fly-wheel, and 40 AIR-COMPRESSORS. at the other the crank which is connected with a direct-acting inverted engine mounted on the same support. The delivery-valves are placed in a chamber which connects the upper parts of the two cylinders. They are cooled by a stream of water, regulated to quantity by a suitable valve. The machine is capable of delivering 35 cubic feet of air per minute. This is one of the most successful compressors for supplying power to drills yet constructed. A. High-air-compressor.-This machine (Fig. 146), is connected with and actuated by the pumping-engine. It consists of two vertical cylinders connected by a cranked bed below, and carrying a valve-box above. One of the cylinders is the piston which is driven by the pump, while the other cylinder is used for conveying the air received in the other. In order to facilitate the descent of the piston, a cross-head is attached to the piston-stroke, and this is supported on each side and below by a guide-rod. The piston is so designed as to obtain a counterweight which equili- brates the weight of the second cylinder. The cover of the valve-box is made of leather backed with metal are counterweighted. The dimensions are as follows: Absolute air-pressure, 5.5 atmospheres; absolute volume of air, 1 cubic foot; stroke, 1.8 inches; useful volume of cylinder, 1.3 cubic feet; number of double strokes per minute, 120; at this velocity, 80 cubic feet. B. High-air-compressor.-To this class belong the permanent machines which are used as air- compressors as motive-power to nu- merous purposes. 1. Compressors with no Re- frigeration.-When no means are provided for refrigerating the air, compressors cannot be advantageously used at high velocities, because and at velocities far reduced by the heat generated during compression may be dissipated as fast as generated. It is rare- ly that compressors can be worked, when their pressure exceeds 10 atmospheres. The following are examples of compressors compressed to this degree at high velocities: A 2-horse-power compressor (Fig. 147) is an example. In this case, a steam-driven (Mille Montagne) is an 8-horse-power hydraulic wheel. The useful effect of this machine is 8-horse power, the remainder being used in cooling the air. 2. Compressors with Refrigeration.-In the majority of compressors the refrigeration is accomplished by packing the cylinder and causing a circulation of water in the annular space between. Failure of this means is mostly due to the fact that the air remains dry, and in this A diagram showing a high-air-compressor.

Diagram showing a high-air-compressor.

AIR-COMPRESSORS. 41 condition the compression causes a development of heat which increases rapidly with the pressure. This heat is incompletely absorbed by the water because of the high velocity with which the air traverses the cylinder, and the consequence is that piston-packing and valves specially deteriorate. These are the principal objections to the use of water as a refrigerant in compressors. One of the most successful compressors of this class is that constructed by Mr. Sturgeon, in Eng- land, the disposition of which is shown in Fig. 144. The air-cylinder is attached to one side of a A diagram showing the internal components of a steam-driven air-compressor. 145 hollow bed or receiver, and is worked by a steam-engine attached to the other side through a crank-shaft carrying a fly-wheel at each end. To these fly-wheels the crank-shafts are attached, so that when the engine is working, the crank-shafts rotate in opposite directions, and the steam-engine may be at the middle of its stroke and the two pistons at either end of their strokes. The air-pump is placed between the cylinders, approaching the end of its stroke, where it meets the great resistance offered by the receiver. The valves (Fig. 146) are open, and are hinged to the receiver. The intake-valves are on the centre of the bed, and are opened by a rod operated by a cam on the crank-shaft. When the valve is opened, it admits air into the cylinder until it reaches its full capacity; then it closes, and when it is closed, the rod carries the valve with it until its progress is checked by a stop-valve. The exhaust-valve admits air during its movement through the valve, whilst the latter opens until the end of the stroke. On the commencement of the return-stroke, the intake-valve is closed, and the exhaust-valve opened, and air is admitted into the cylinder distributed over the surface of the cylinder-cover or valve-box, and affording a large area of outlet opposite the direction of movement of the piston. The following data relate to one of these com- pressors: Volume of cylinder, 30 cubic feet; diameter of piston, 18 inches; stroke, 17 inches; number of stam- ples; volume of air furnished at this pressure, 35 cubic feet. Motor: Diameter of piston, 11.7 inches; stroke, 17 inches; revolutions per minute, 200; theoretical volume delivered per minute, 174 cubic feet. A compressor refrigerated by Layer of Water on the Piston.—This mode of cooling is much more convenient than that previously described, as it does not require any special apparatus. It consists in placing a layer of water on top of each piston, and allowing it to circulate round them by means of a channel formed in their periphery. The water which is in contact with the heated pistons is kept warm by being circulated round them; but as soon as it leaves them it cools down again, and thus prevents any danger from overheating. In order to saturate the air with watery vapor during its compression. In the case of this compressor there are three cylinders and two pistons. The first cylinder is 20 inches long, exceeding 194 Fabs. The portable compressor of M. Sautter and Lemoisne, a section of which is given in Fig. 189, belongs to this type. It has two cylinders and two pistons, which can be carried by a mule. The cylinders, of which there are two, are open above; they are connected with each other by means of a pipe in their upper part of the cylinders, by which it is distributed around their periphery and conveyed back into their lower parts, into the space in which the air is compressed, so that it comes in direct contact with the air. There are three valves in each cylinder: two valves in each cylinder work together; they are hinged to a common rod which passes through both cylinders and is connected with a valve-plate on top of each cylinder. Compressor: Diameter of piston, 8.3 inches; stroke, 17 inches; volume of air in cylinder, 476 cubic feet; revolutions per minute, 200; theoretical volume delivered per minute, 476 cubic feet. A Compressor refrigerated by Water introduced at the Periphery of the Compressing Piston.—In 1878 Messrs Benjamin Boy & Co., who had adopted a system of construction which involved a hollow compressing piston, receiving by its rod water under pressure which it distributed uniformly over the piston by means of a channel at the 42 AIR-COMPRESSORS. middle. This disposition is analogous to the water-lever on the piston in the preceding class of ma- chines, but it is considered preferable because it is applicable to double-acting, to horizontal, and to fast-running compressors, since the piston is no longer formed of two independent portions, of 181. which one (the liquid portion) may be disadvantageously affected by high velocities. In Fig. 181 is given a section of the air-pump and pump of a compressor of this type, made for mining purposes by the French Compagnie de l'Ormeau. The piston is hollow, and has on its periphery for channeling the air, a number of small holes, which are connected with a pipe leading to the water. The others receive the metal packing-rings. In rear of the piston is a hollow rod which is screwed into the cylinder, and through which runs a spring-rod, which serves as a guide for a pump. The latter is composed of two small barrels and a spring accumulator. The pistons consist of two solid rods connected by a cross-piece and a sleeve to the prolonged hollow piston-rod. Those pumps are provided with a valve-valve, which opens when a certain level is reached, and allows the water to pass into the receptacle, from which it is pumped. Displacement and pressure are deter- mined by the atmospheric volume of air furnished at this pressure by two cylinders, each consisting of two direct-acting horizontal cylinders. Di- ameter of cylinders, 3 inches; stroke, 8.13 inches. Variable cut-off. Condens- ing. Fly-wheel. 11 feet per minute in diameter. Air-compressing cylinder. Diameter of pistons, 1.84 inches; stroke, 6 inches; total volume of cylinders, 5.54 cubic feet; air delivered at this velocity, one cylinder, 439 cubic feet; two cylinders, 878 cubic feet (for- mula). Air is refrigerated by injec- tion of Water in the Cylinder.--This sys- tem is very advantageous because the air becomes more perfectly saturated with water vapor than in any other com- pressor cylinder of the Windhamse machine (see Fig. 180), and is represented in this class, and is represented in Fig. 182. The cylinder has a double envelope in which the air is enclosed, so that the en- velopment surface exposed to the action of the atmosphere is reduced to a point, close together on the outside of the interior envelope, while those parts out of the end of the cylinder, are contained in the cover, which form chambers, and are closed off from the atmosphere through lead-in ducts. The two inlet-valves are guided by stems which carry small plumets moving in closed cylinders, in which the air is furnished by means of traverse-guides on the piston-rod; these move stem so as completely to close the inlet-valves when the piston reaches the end of its stroke. The two delivery-valves at the lower part of the A diagram showing a section of an air-pump and pump for mining purposes. 181 Google AIR-COMPRESSORS. 43 cylinder are composed each of a cylinder of bronze closed by a highly concave bottom. This cylinder travels in another closed cylinder in which the air-venting tends to maintain the valve upon its seat. These valves are also guided by stems terminated by a projection with which a lever comes in contact as it is shown in the engraving. The air is compressed by the piston, which is moved by the rotation of the air directly effected in the cylinder by a jet of cold water which enters at the upper portion of each cylinder and is forced out through a nozzle placed at the lower end of the cylinder. The pressure is produced by small pumps placed laterally at each end of the cylinder, the pistons of which are separated from one another by a distance equal to that of the stroke of the piston. The degree of compression of the air. Dimensions and data. Absolute air-pressure, 6 atmospheres; vol- ume of air per minute furnished at this pressure, 871 cubic feet. Motor, single horizontal cylinder serving as compressor, 150 horse-power; stroke, 14 inches; useful volume of cylinder, 37.1 cubic feet; revolutions per minute, 25; then- dering referred to by injection of Water. Four sets of compressors, three each group, and all belonging to this type, are in operation on the line No. 1811. Each group motor power is communicated from pump to pump by means of a flexible rubber vessel. There is a circulation of water in the bellows between the two pistons, one being in the piston and rod, besides an injection of spray at each end. The circulation around the body and side of the cylinder is obtained from small pumps opened from the end of the compres- sor. Piston and rod are made of steel and have holes in the cylinder-ends into which the pistons fit. The piston-rod is enclosed in a steel envelope. The piston-rod, which is of steel, is bored through to receive a copper plug at each end, which serves as a guide for along the rod, and is connected to it at its end by a short piece of copper tubing. The mode of connection at the opposite ex- tremity is shown in Fig. 184. The water which escapes from the pump passes through this tube and returns by the smaller space be- tween the two pistons and rods. The dis- charge which is formed of a bronze ring fixed on one side of the piston-rod serves to con- tain the water to penetrate the latter, cool, and prevent its escape through the rubber tube. The water thus escapes by the rubber tube attached to the other end of the piston-rod. The water which enters at each end of the cylinder does so through ports constructed on the face of each piston-rod. When these ports are open, both pistons are caused to meet at the center of their respective cylinders, accom- panied by noise produced by the impact. The quantity of water entering through these ports is pro- portional to the velocity with which it enters. Under these condi- tions, even when circulation inside the piston is not maintained, it is found that it maintains the temperature of the entire apparatus at about 60 Fahren. Three valves are placed at each end of the cylinder, two inlet and one delivery. The valves are operated by means of levers attached to them and connected with a lever arm on a shaft. Dimensions and data: Absolute air-pressure, 6 atmospheres; volume of air furnished at this pressure for one set of compressors, 2000 cubic feet per minute; stroke, 14 inches; useful volume of cylinder, 37.1 cubic feet; revolutions per minute, 25; then- dering referred to by injection of Water. Two sets of compressors are used on this line No. 1811. Each set consists of two cylinders com- pressed together by means of two pistons moving in parallel cylinders as shown in Fig. 184. The two cylinders of each com- pressor are isolated, and each has its own pipe, only one of the faces of that (in contact with the water) being exposed to it. The other face is covered with a plate which prevents any leakage either is only accessible in the pump-body in which it moves. The piston is very long so that it guides the water into the cylinder without any loss on an mixed bronze seat. These are disposed, two by two, along the vertical column of the compressor, as shown in the engraving. The upper ones are the inlet-valves, and take air from cylindrical iron A diagram showing a double-acting air compressor with pistons and cylinders. 184 A hydrogen-air engine driven by steam-compressors was used on this line No. 1811 for some time before com- pressed air was substituted for steam动力。 44 AIR-COMPRESSORS. envelope which communicates with the atmosphere. The lower valves open into a * serve for the introduction of water to replenish that entrained by the compressed air. valve is of bronze, and conical. Dimensions and data: Absolute air-pressure, 7 volume of air furnished at this pressure by the two compressors connected to a single wheel, on one side of which is a piston, and on the other a cylinder, 16 inches diameter discharging 38.3 cubic feet of water per second, under a head of 218 inches. Direct stroke, Compressors working in series, 50 revolutions per minute; number of turns per minute, 8; theoretic volume of air delivered at this work 14.9 feet; number of turns per minute, 8; theoretic volume of air delivered at this work 14.9 feet. Final temperature of air on starting compressors, 104 Fahr. & 200 degrees centigrade; final temperature of air after compression, account of thei They are really nothing but hydraulic rams of large size. They were used for a time Copley's "Air-Compressor" (Fig. 185). They are very useful for trial purposes. They are made of bronze, and conveying air to a great degree in small reservoirs, which are supplied with air by means of a pipe connected with them their own air-supply, instead of the atmosphere being conveyed through the surface. They are also used for compressing gases in cylinders, and for operating lamps, etc., etc., etc., filling the air-reservoirs of compressed water. A. Low-duty Apparatus.--M. Rouquayrol's pump (Fig. 185) is adapted to compress water to a pressure greater than that delivered by the small pump; but it does so with less than that delivered by the small pump. The air compressed by the large pump is conveyed to the small pump by means of a pipe connected with the body of the pump-body; and it is in this reservoir that the small piston receives its supply of water. In order to obtain a uniform ratio of force on each differential body, a pressure of 100 atmospheres may be obtained by man-power. The valves have water-joints, and all the parts are made of bronze. B. High-duty Apparatus. 1. Direct-action Machine.--The Hurcourt compressor (Fig. in Paris for compressing gas, at a pressure of 11 atmospheres, into cylinders having 57 A diagram showing two vertical cylinders with pistons moving up and down within them. A diagram showing two horizontal cylinders with pistons moving up and down within them.
Left Table Right Table
Valve is of bronze, and conical. Valve is of bronze, and conical.
Dimensions and data: Absolute air-pressure, 7 volume of air furnished at this pressure by the two compressors connected to a single wheel, Dimensions and data: Absolute air-pressure, 7 volume of air furnished at this pressure by the two compressors connected to a single wheel,
on one side of which is a piston, and on the other a cylinder, 16 inches diameter discharging 38.3 cubic feet of water per second, on one side of which is a piston, and on the other a cylinder, 16 inches diameter discharging 38.3 cubic feet of water per second,
under a head of 218 inches. Direct stroke. under a head of 218 inches. Direct stroke.
Compressors working in series, 50 revolutions per minute; Compressors working in series, 50 revolutions per minute;
number of turns per minute, 8; number of turns per minute, 8;
theoretic volume of air delivered at this work 14.9 feet; theoretic volume of air delivered at this work 14.9 feet.
number of turns per minute, 8; number of turns per minute, 8;
theoretic volume of air delivered at this work 14.9 feet. theoretic volume of air delivered at this work 14.9 feet.
Final temperature of air on starting compressors, 104 Fahr. Final temperature of air on starting compressors, 104 Fahr.
& 200 degrees centigrade; & 200 degrees centigrade;
final temperature of air after compression, final temperature of air after compression,
account of thei They are really nothing but hydraulic rams of large size. They are really nothing but hydraulic rams of large size.
They were used for a time Copley's "Air-Compressor" (Fig. 185). Copley's "Air-Compressor" (Fig. 185).
They are very useful for trial purposes. They are very useful for trial purposes.
They are made of bronze, They are made of bronze,
                                                                              &nbs... AIRL 45 Each the apparatus consists of two single-acting pumps, disposed on each side of a pyramidal support, which carries at its summit a shafts with cranks at right angles, and a bell-pulleys be- tween the two standards. The cylinder is of cast-iron, with no exterior envelope, and no means of refilling the cylinder except by the admission of air through the piston rod. When the piston is a constant valve which communicates by three openings leading through the rod, and by others to the atmosphere, with the exception of one opening which admits air into the cylinder. This supply of air is regulated by a valve placed between the cylinder and the atmosphere, and by this means the pressure in the cylinder may be regulated according to circumstances. The pump is worked by a steam engine, and when the pressure in the cylinder is sufficient to force out water, as descending, compresses the gas contained in the pump-body, until a pressure is reached sufficient to force out water. The steam-engine is worked by a steam boiler, situated above. On the up-stroke of the pump the gas is again compressed, and at the same time a new supply is drawn in through the valve in the cylinder-bottom. Dimensions and data: Absolute air-pressure 10 atmospheres; volume of cylinder 36 cubic feet; speed of pump 1287 cubic feet. Motor, horizontal non-condensing engine; no steam expansion connects with compressor; 100 revolutions per minute; 75. Compressor: Diameter of piston, 7.05 inches; stroke, 14 inches; speed of motor, 100 revolutions per minute; 30; theoretical volume generated at this velocity by each compressor, 32.274 cubic feet. E. Episodic Piston-Compressors.—The machines under this class are but two: one, a very old apparatus used in England for pumping water from mines; and another, a very modern apparatus for refrigeration as accomplished by injection, and the compression effected in two unequal cylinders. This method has been adopted in America for refrigerating ice cream. Summary.—In the construction of compressors, the present tendency is to use metal throughout. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch, and requiring 100 pounds per square inch for its operation, then it will require 100 pounds per square inch for its operation. For pumps working on atmospheric pressure only, it is necessary that they shall have a greater area of surface exposed to the atmosphere than any other part of their body. For instance, if we consider a pump having a cross-section of 1 square inch,
Diameter (in inches) Length (in inches) Number Volume (in cubic feet)
4 25 2 25
5 35 3 35
6 45 4 45
7 55 5 55
8 65 6 65
9 75 7 75
12 95 8 95
24 225 9 225
36 325 9 325
48 425 9 425
64 625 9 625
88 825 9 825
96Total:
Total:
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
Number (inches)
The results obtained at the tunnels at Mora Cressy and Goudron are shown in Table I., which gives also some results obtained at several places in France where similar experiments have been made. It appears from these results that there are certain advantages in using rubber tubes instead of metal pipes in making such experiments. Rubber tubes are more flexible than metal pipes; they can be bent without injury; they do not absorb water; they are less liable to be damaged by sharp edges or corners; they are less liable to be broken by sudden shocks or vibrations; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less liable to be affected by changes in temperature; they are less likely 46 AIR-CHAMBER determining the fraction of absolute work theoretically transmitted by air delivered, when driven by said air, returns in the form of effective work. This work has always represented per cent of the total useful work of the engine, but this ratio has been greatly increased since the invention of the compressed-air locomotive, but the return of the air to the atmosphere has been very small. The ratio of effective work to total work expressed by the formula $W_{e} / W$ is usually less than 50 per cent. It is possible that this ratio may be increased by means of a new type of engine, but so far no such engine has been built. It is also possible that the ratio may be increased by means of a new type of engine, but so far no such engine has been built. If, instead of seeking a ratio between the effective work and the theoretical work on air expelled, we seek a ratio between the total useful work of the entire system, or, in other words, for the free expansion by primary motor which is returned from the shaft of the compressed-air engine to the atmosphere, we shall find that this ratio will be greater than 50 per cent. This is what is meant by "the efficiency" of an engine. For a full list of all the authorities on compressed air, references may be had to "Tremble's Compressed Air," by J. S. Drinker, B. M. (New York, 1878). ALLEGHEM. See Fuxen. ALLEGINESE. See Exumas. ALL-SHUTTER VALVE. A continuous contrivance for letting off the air from water range of water-pipes be led over a rising ground, it will be found that air will collect in parts and cause a pressure to build up until it is sufficient to force its way through the alve. A hollow vessel is attached to the upper part of the pipe, in the top of which a lead or tube is inserted, and connected with a valve which can be opened and closed by means of a lever. When the valve is open, and by displacing the water, cause the ball to descend, and thus open the air is allowed to escape. No water, however, can escape, for when that fluid rises in the second part of the pipe, it forces itself into the hollow vessel and thus prevents any further escape. AUXILIARY AIR-CHAMBER. The compressed air will be exhausted from a gunpowder barrel, which will be propelled forward with greater or less velocity, according to the state and condition of the powder. It consists of a lock, stock, barrel, ramrod, etc., of about the size and weight of a common pistol. Under the lock at its screwed a hollow copper ball or perfectly straight. This charged with gunpowder and placed in front of a muzzle-barrel which is closed by a bolt being pushed down on an above mentioned, if a bullet be rammed down into the ha orifice in front of it. The ball is then set in motion by pulling back on the ramrod and then by pushing it suddenly, a valve within it will let out a portion of the condensed air which rushes through the aperture in the lock, will not forcibly against it. The air will become charged with condensed air, and the progress of condensation will increase difficulty in forcing down the orifice. At the end of the rod is usually a close on top of this rod (see fig.) The rod is a stout r which gives way to admission of air, but upon being drawn up again it closes off orifice shutting out external air. The piston rod works slightly by a roller on leather on its end; when this roller is raised up it will have no other way to pass from this pressure of the piston into into ball at top. The barrel being drawn up, the open passed until the condensation is so great as to resist action of piston. A diagram showing a simplified model of an early compressed-air gun. 183 A diagram showing another simplified model of an early compressed-air gun. 184 AIR-PIPES. 47 In Gifford's air-pump, Fig. 188, the barrel is in communication with the inside of the trigger-box, or the interior of which is a valve-piston, consisting of a steel rod carrying a ring fitted with a cam- bered disk at one end. When the piston is drawn back by the spring, the disk is turned to the right, pressing strongly on the extremity of the red, the disk is compressed and closes the reservoir-orifice. By sud- den release of the spring, the piston is forced forward, and the disk is turned to the left, thus opening the sudden opening of the reservoir-orifice, and causes a blast of air to the rear of the propeller. The air is compressed into a reservoir beneath the barrel by means of a piston working longi- tudinally. AIR-PIPES. An invention for clearing the holds of ships and other close places of their foul air. The engine is provided with two barrels, A B, each having a communicating orifice D C between its ap- petents to be ventilated, and the other out of it. The air in the outer end of the tube is expelled by means of a piston P P', and this piston is moved by a lever L L', which is connected with a lever L L', of the feed-air in the hold being supplied by fresh air introduced through an opening above; and this pro- cess is carried on until all the air becomes everywhere equally clean. Gifford's air-pump. In this pump, an vacuum can be produced in a given space, or rather by which air can be greatly ransled, for an absolute vacuum cannot be produced by any means known at present. The pump consists of two barrels A B, each one of which is drilled on an ordinate A, from which outlet there is led a pipe A B, forming a communication between the outside atmosphere and the space to be evacuated. The space to be evacuated may be closed or caused by means of a stopcock at O. The cylinder or barrel B P V F is furnished with a piston P P' annually driven by the cylinder, but capable of free motion up and down, which motion is effected by means of a lever L L'. The piston P P' has a communicating orifice D C between itself and the bottom of the cylinder or barrel is furnished with a valve V operating outward. This cylinder communicates with another cylinder C C', which has also a communicating orifice D C', and these cylinders are so placed between them, as may be seen in the figure. Let us now attend to the mode of action. Suppose the steps out at O are closed, and that we have an atmosphere in the space to be evacuated. The piston P P' at first stands at rest, but when it is pushed down past the orifice at D C', all the air con- siderably increases its volume, and therefore its elasticity decreases. As soon as it has passed this point, it will be shut off by the pressure of the atmospheric pressure within. The piston P P' will then move upward again, and will continue to do so until it reaches its upper limit. At this time another stroke of the piston will diminish the density still more; and this process may be continued until the dome is completely exhausted. When this happens, let us suppose that we push down once more past D C'. The piston P P' will descend to its lower limit; but since it has been raised from its upper limit before, the elastic force of it will be greater than before; consequently it will require less force to raise it from its lower limit than it did before. In consequence of this increased elasticity, the value at V will increase; and when this value has reached its maximum, it will remain constant until such time as it shall have been exhausted. The same process will take place again and again until all the air in the receiver, communication-pipe, and barrel, has been exhausted. The operation of this pump may be varied in several ways. Another stroke of the piston will diminish the density still more; and this process may be continued until the dome is completely exhausted. When this happens, let us suppose that we push down once more past D C'. The piston P P' will descend to its lower limit; but since it has been raised from its upper limit before, the elastic force of it will be greater than before; consequently it will require less force to raise it from its lower limit than it did before. In consequence of this increased elasticity, the value at V will increase; and when this value has reached its maximum, it will remain constant until such time as it shall have been exhausted. The same process will take place again and again until all the air in the receiver, communication-pipe, and barrel has been exhausted. When this pump is used for exhausting gases from vessels containing gas under pressure, the operation is similar to that described above; but instead of pushing down past D C', we push down past D C'. The reason why we do not push down past D C' is that if we do so we would not get rid of all the gas contained within the barrel; for if we do not push down past D C', we would not get rid of all the gas contained within the barrel; for if we do not push down past D C', we would not get rid of all the gas contained within the barrel; for if we do not push down past D C', we would not get rid of all the gas contained within the barrel; for if we do not push down past D C', we would not get rid of all The peculiarity of this machine is that it pumps without oil or water; but it requires no oil or water; and that it does not require any explanation. The theory upon which this pump depends rests upon the employment of two pistons in conjunction with the number of strokes made by each piston, and upon their relative position in relation to each other. The first thing to consider is how far they are separated from each other. This separation determines the degree of exhaustion; a mercurial gauge is em- ployed for determining whether or not sufficient exhaustion has taken place. A glass tube R F reates in a basin of mercury K1 and its up- per end communicates with an opening in one side of the receiver. As long as there is no pressure in either side of the receiver, the pressure in both sides must be equal; but when there is pressure in one side only, that side must have a higher pressure than that on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there is no pressure. Now let us suppose that there is pressure on one side only, and that there is no pressure on either side on which there 48 AIR-SHIP. Lubricating cushion. The piston is driven by an epicyclical combination operated by its rod, as shown. There are two valves at each end of the cylinder, one on each side of the piston, which are connected with the same tube, which is secured and united to both cylinders. This tube may be used for condensation as well as exhaustion. When the piston is raised, the valve on the left opens, and the air in the cylinder is exhausted into the tube. On the other side, the two inward-opening valves are closed, and the air in the cylinder is compressed until it is necessary to be exhausted. The valves are opened and shut mechanically, as in a steam-engine (see fig. 1). For this pur- pose a rod is introduced passing through the center of the cylinder, and capable of a slight longitudinal motion at either end, and of being moved up and down at either end, and simultaneously closing the corresponding one at the other end. The piston is thus forced to move forward, and then to stop when it strikes a stationary stop- ing-rod, sliding on it in continuing its movement. With a machine of this kind, it has been found that the air can be ex- hausted down to a pressure of less than half an inch of water. Fig. 16 represents an air-pump devised by M. de la Marca cheaper constructed. Two reservoirs A & C communicate with each other by means of a tube D, and with two tubes B, by means of the glass tubes E, and of the Indicatör-Ball B. The ball B is filled with mercury, which is drawn up into the balloon and drives the air out of it through the capillary is soldered to the top, at the same time that the other reservoir communicates with it through another capillary tube F, forming a barometric vacuum. The balloons communicate with each other through a tube G, and with the rest of the balloons. They are automatically closed as soon as the mercury in them reaches a certain level. When they are opened, a vacuum is formed in them. The air can re-enter the balloon by the tubes when once drawn out, because it is under pressure by the orifice L. To pass through a slight resistance without loss of pressure, when formed in the balloons, the atmospheric pressure causes the mercury to mount up these tubes to such height that it will drive all the air out of them. In order to do this, it is necessary to place the required recipient in communication with the degree of pressure desired. This recipient is connected with a tube H, which communicates with tube L. The return of the air is effected through the tube M, which communicates to the float, and on the other plunger into the mercury contained in the inner tube N. The pump is worked by a lever P, which is connected with every air inlet, and in this way steady exhaustion is produced. The device consists of a D in which there is placed a float N, which is connected with a spring H, with a tube D drawing water from a reserve. The current of this water going down in the tube H around the inner tube gives rise to a current of air which goes up through tube L with S. To increase the effect, the wide tube D is connected below with a second tube L', which communicates with tube L'. The long descending column of water acts like a powerful continuous piston. AIR-SHIP. A vessel adapted to the navigation of the air. The subject will be considered under the two heads of Balloons and Fly- ing-boats. The Indian is a bag or hollow vessel of light impermeable mate- rial, which contains air or gas sufficient to keep it aloft. According to theoretical considerations governing this effect as are follows: 1) If a body be acted upon by an upward force equal to that due to its weight; and if this upward force be equal to the volume of fluid equal to that due to its weight; then this body will remain at rest; and if this upward force be greater than that due to its weight; then this body will have a tendency to fall; under the action of a force equal to that due to its weight; then this body will tend to rise; and if this upward force be less than that due to its weight; then this body will have no tendency either to fall or rise. 2) If an upward force be greater than that due to its weight; then this body will have no tendency either to fall or rise. 3) If an upward force be less than that due to its weight; then this body will have a tendency to fall; under the action of a force equal to that due to its weight; then this body will tend to rise; and if this upward force be less than that due to its weight; then this body will have no tendency either to fall or rise. 4) If an upward force be greater than that due to its weight; then this body will have no tendency either to fall or rise. 5) If an upward force be less than that due to its weight; then this body will have a tendency to fall; under the action of a force equal to that due to its weight; then this body will tend to rise; and if this upward force be less than that due to its weight; then this body will have no tendency either to fall or rise. If we have a body whose weight per cubic foot is less than 0i AIR-SHIP. 49 size foot of air, the body will rise with a force equal to the difference between the body's weight and the weight of an equal volume of air. For instance, if a balloon is filled with hydrogen, the air will exert a lifting force of about $\frac{1}{2}$ of a pound for each cubic foot in the volume of the balloon, so that if the balloon weighs 10 pounds, it will rise 5 feet. The same result would occur if common illuminating gas is used in the balloon, the lifting force being about one-twentieth of a pound for each cubic foot of the balloon's volume. The weight of the material of a balloon (or vessel) must be subtracted from the weight of the air in order to determine the lift. This is usually done by assuming that the material has a density of about one-seventh of a pound per square foot of surface, or even less, and adding weights to such an amount as to make up for this material. The weight of the material may be determined nearly as accurately as that of a sphere, which is commonly assumed to be in making calculations. Thus, if we assume that a balloon has a diameter of 6 feet, its volume will be $36\pi$ cubic feet. The weight of the material and setting is one-eighth of a pound per square foot of surface; the weight of the car and contents is negligible, and the gas pressure is distributed over all surfaces at about one-fifth of a pound per square foot. The volume of the balloon is 36$\pi$ cubic feet, so that the upward pressure due to the air is about 148 lbs. The surface area of the balloon is 36$\pi$ square feet, so that the weight of material and setting is about 5 lbs. Hence, the unbalanced upward pressure, which causes the balloon to ascend, is about 143 lbs. This pressure is caused by two factors: (a) The weight of the air in the balloon, which is equal to its volume times its density, and (b) instead of being assisted by the gas, as it would be better if it were practicable, to make a balloon with a vacuum in the interior. It must be remembered that, as a balloon ascends, its volume decreases and its density increases. As it does so, its weight decreases and its lifting force becomes less and less, unless the volume of the balloon is increased. Thus, at about 1000 feet altitude, it will have only half its original volume and half its original weight. In making calculations on balloons, it is necessary to know both the size and surfa- ce area of the balloon and con- sideration of the difference of weight of a cubic foot of air and of the gas to be employed (which may be called the buoyant effect), and the weight of the balloon with its ropes and network per square foot of surface. In order to find these quantities, divide (a) The volume by four; (b) The surface area by six; (c) The weight by three; (d) The buoyant effect by five. The formula by which this is determined is somewhat complex, but it will be easily understood by considering what happens when a balloon rises. When it rises, its volume decreases and its density increases. As it does so, its weight decreases and its lifting force becomes less and less until it reaches zero. At this point it will have reached its maximum height. The following quantities must first be ascertained: (1) The buoyant effect, or difference between the weight of air in a cubic foot and that of gas employed; (2) The weight of material and setting together with the lifting force; (3) The superficial weight, or weight of the material and setting per square foot of the balloon's surface. The superficial weight can be found by dividing (a) The volume by four; (b) The surface area by six; (c) The weight by three; (d) The buoyant effect by five. Then multiply this quantity by 2500 lbs., or 2500 pounds per square foot of balloon-surface. For example: A balloon having a volume of 175 cubic feet according to our formula, we find: 1. The buoyant effect = 604 lbs. 2. The weight in lbs. = $175 \times 35 = 6125$ lbs. 3. The superficial weight = $\frac{604}{2500} \times 6125 = 15788$ lbs. 4. From Table I., $A^{\prime} = 0.9188 W$. From Table II., $B^{\prime} = 0.9188 W$. From Table III., $C^{\prime} = 0.9188 W$. From Table IV., $D^{\prime} = 0.9188 W$. From Table V., $E^{\prime} = 0.9188 W$. From Table VI., $F^{\prime} = 0.9188 W$. From Table VII., $G^{\prime} = 0.9188 W$. From Table VIII., $H^{\prime} = 0.9188 W$. From Table IX., $I^{\prime} = 0.9188 W$. From Table X., $J^{\prime} = 0.9188 W$. From Table XI., $K^{\prime} = 0.9188 W$. From Table XII., $L^{\prime} = 0.9188 W$. From Table XIII., $M^{\prime} = 0.9188 W$. From Table XIV., $N^{\prime} = 0.9188 W$. From Table XV., $O^{\prime} = 0.9188 W$. From Table XVI., $P^{\prime} = 0.9188 W$. From Table XVII., $Q^{\prime} = 0.9188 W$. From Table XVIII., $R^{\prime} = 0.9188 W$. From Table XIX., $S^{\prime} = 0.9188 W$. From Table XX., $T^{\prime} = 0.9188 W$. From Table XXI., $U^{\prime} = 0.9188 W$. From Table XXII., $V^{\prime} = 0.9188 W$. From Table XXIII., $W^{\prime} = 0.9188 W$. As there are many who like to know the reason for a result, we have added the method by which we arrived at our results in order that they may understand how we arrived at them. Let us consider first how we arrive at our formula for finding the buoyant effect. The buoyant effect is equal to twice the pressure on each side of the air, which is the volume of the balloon multiplied by the buoyant effect, which shall be equal to the weight, increased by the product of superficial weight and surface area of the balloon. Assuming that the balloon is in the form of a sphere with radius R, $$\frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight}$$ $$= \frac{4}{3}\pi R^{3} \cdot \text{Buoyant Effect} + \text{Weight} + \text{Material Weight} + \text{Setting Weight} \begin{align*} &\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\quad\\ &= & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & & \\ &= &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& \\ &= &&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&&& \\ &= &&& && && && && && && && && && && && && && && && && && && && && && && && && && && && && && && && && \\ &= &&& && && && && && && && && && && && && && && && && && && && && && && && && \\ &= &&& && && && && && && && && && && && && \\ &= && \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= \\ &= }\\end{align*} From this we deduce: $$x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}=x_{2}- x_{ 49 > 50 AIR-SHIP. In Fig. 163 is represented M. Dupuy de Lôme's great balloon, remarkable alike for its peculiar con- struction and from the fact that it has been found possible to cause it to move slowly in a desired direction by means of the screw-propeller. The balloon consists of white silk taffeta lined with India- rubber, and filled with hydrogen. In order that the place of the movement shall be more directly under the control of the aviator, the following arrangement was adopted: A, the body of the balloon, is divided into two parts, 48 feet 8 inches; area between the centre, 1,863 square feet; volume, 191,853 cubic feet; height from top of balloon to kind of car, 944 feet; diameter of balloon, 170 feet; diameter of car, 16 feet; area of car, 164 square feet; and is manipulated by cords from the car. In Fig. 163, A is the balloon; B the car, with D network ; e.a. taffeta covering ; d.c. collar attaching the upper netting to the covering of the balloon ; d.d. taffeta ropes suspending the car ; v.e. taffeta- rope for the car ; q. a small internal balloon, with line of intersection with the balloon ; E.g. gaffel or rudder; H. peniment tube for securing a constant degree of inflation. These are filled with hydrogen, which gas alone is used in the balloon, and hung down for a distance of 28 feet. As the gas expands it forces back the air in the car, which is kept at a constant temperature by means of a fan attached to the gas in the balloon, preserving such an excess of interior pressure as prevents the shape of the enter covering being changed. The gas in the balloon is also used for driving the screw Q, which serves to maintain a constant surface. As the gas escapes through diminution of pressure in the primary bal- loon, it becomes necessary to replenish it by means of a pipe connected to a reservoir on board. This filling the balloon with air; J is a crank for working the screw Q; Ie stays for strengthening the screw. Experiment with this ship has given results in remarkable accordance with the inventor's calculations. The speed attained was 20 miles per hour, and it was found that when it was attempted to travel at a radius of 92.5 feet per second. This speed was augmented to 26.8 feet per second with 37 revolutions per minute. It was also found that when the head of the aircraft was rapidly kept in any desired direction without change. It having been shown, by the experiments of M. Paul Bert and others, that animal life may be ex- tinguished in a too rarified atmosphere, on account of the insufficient supply of oxygen, attempts have been made to ascertain whether man could live in such an atmosphere as that produced by a balloon. Inhaled when the atmosphere becomes unbreathable. The last effort in this direction was that of MM. Spall, Spindler and Schaeffer, who placed themselves in a balloon containing hydrogen and oxygen, which had been reduced to a kind of vapor, and it is supposed that, in partial delirium, one of them cut away the oxygen- bags, while another took out his mouthpiece and breathed in pure hydrogen until he became suffo- cated, and the third revived from his insensibility after the balloon had sunk to a lower altitude. The maximum time they remained alive by breathing hydrogen was 27.50 inst. Previously, and without the aid of oxygen, Gouraud and Glinckel reached an altitude of 1000 feet. Two automatic devices for adjusting the elevation of a balloon, and for giving warning of a descent, are illustrated in Figs. 164 and 165. They consist respectively of two levers A and B connected with air- before ascending, and placed between two boards, one of which is fixed upright and the other hinged horizontally. A spring C is attached to each lever so as to keep them horizontal before ascending. The moving board is attached to the handle of a water-barrel, so as to turn a stream on or off in accordance with its motion. When the bladder swells, as the balloon rises into atmosphere AIR-SHIP. greater velocity, the handle of the object is moved so as to diminish gradually or check the escape of water; while the descent of the balloon causes the contraction of the bladder and the opening of the spigots. This device was intended to relieve the aeronaut from the necessity of watchfulness during the ascent, and to enable him to pursue his experiments with greater facility. The air is drawn into the capsule, into which are led wires from a battery. The ends of the wires are connected by an insulator, situated at a point about two feet above the floor of the capsule, and are thrown over a horizontal bar, and above the mercury, causing it to rise. Mr. Donaldson, the inventor of these devices, has succeeded in making them work with great facility. He found that when he directed currents of air in favorable direction. He also found that low-dying balloons were preferable to high-dying ones, because they could be more easily controlled. In order to make his ship stand at about four feet above the ground, he was able to implant himself by a pole, and by vigorous strokes on the ballast, to raise it to any desired height. In Fig. 160 are represented Sivell's sounding balloons, for recontaining the pressure of currents of air above or below the main elevator. A rod six feet in length was projected from the car, and held in equilibrium by a weight suspended from its end. The car was then raised until this rod was extended to such distance above the car, that it would be possible for a balloon to descend without being carried away by the current of air. The other balloon was then released, and descended until it reached a point where it was again raised to a line of similar length, fall far below. After many experiments and much labor, Mr. Sivell succeeded in making this apparatus useful. In 1875, at a meeting of the Philosophical Society of Great Britain, now long presided over by the Duke of Argyll, he gave a paper on "The Aerial Navigation," in which he stated that he had invented a machine which was incapable of being made useful for the purpose of commercial purposes. In this paper he says: "It is evident that if we can devise some means to prevent the descent of our machines without any expenditure of gas, we shall have secured one of the most important objects in our efforts towards aerial navigation." It is true that no means have yet been discovered for preventing descent without expenditure of gas, and so far as I know there is no machine known which will do this. But it is probable that some means will be devised before long. Suppose we have, for example, a balloon so equipped that it can ascend or descend at will within limits of 100 feet or less; suppose that at times it is unable to carry its load because of unfavorable currents of air; suppose that mechanical means (say a screw acting vertically) are added, capable of exerting a lifting force equal to half its weight; suppose that a power engine would drive this syringe would be able to overcome all resistance and would be able to avoid all adverse currents; suppose that this engine would be able to generate sufficient power to lift this weight against all adverse currents to such an extent as might be more favorable than any other method. For the purpose of real aerial navigation, such driving is wholly inadequate. The work to be accomplished must be done by currents of air alone; but these currents may be favorable only in some localities and unfavorable in others; but they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificial means; they may be made favorable by artificial means; they may be made unfavorable by artificialmeans 52 AIR-SHIP. order to ascertain what actual lifting power could be obtained with planes moving in horizontal orbit, Mr. Moy constructed new aero-plane wheels, 13 feet in diameter, with 18 planes to each wheel, the whole presenting 108 square feet of surface, driven by a steam-engine weighing 90 lbs. By placing the plane on the ground, and driving the engine at full speed, the lift was obtained. It was palpable, however, that, from the conditions of the actual trial, the full lifting power due to A diagram showing a large balloon with a complex structure and multiple wings or propellers attached to it. the surface angle and velocity could not be hoped for. Those revolving planes were traveling all the time in one circle. They had not the advantage of obtaining an ascent upon a previously unobstructed body of air. The experiment was in an included part of the building, so great part of its power being used in overcoming the resistance of the walls. The weight of the engine was 180 lbs. Levers were attached to the spindle of the aero-plane wheels, which were weighted to take up any inclination of the plane. When the plane inclined too much, the weight was raised from the floor such as much as necessary to keep it level. When it inclined under the other, this inequality being due to one wing-plane having broken off, it was raised until it became capable of raising itself, and 160 lbs. additional weight was added to it. The revolutions of those two 13-foot aero-plane wheels were A diagram showing a close-up view of one of the aero-plane wheels with multiple blades attached to it. the largest and probably the most perfect balloon which has been made in that department of science. This balloon was exhibited by him in the City of Paris during the International Aeronautical Exhibition of 1876. The following is a description of its construction: —Dimensions: Diameter of the ephemeris cylinder, 13 feet; height above the ground when at its mooring, 180 feet; length of cylinder, 20 feet; total weight of materials, 180 lbs.; total volume, 24,313 cubic feet. Weight: Material of the bal- lloon, 10 tons; cloth, 2 tons; netting, 2 tons; rope attached to the nets, ropes, pulleys, etc., 8 tons; total weight of materials, 14 tons; total weight lifted, 14 tons; total weight lifted by the balloon, 2 tons; fifty passengers; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage; fifty passengers' baggage;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;五十乘客的行李;十五个舱位,每个舱位可以容纳五个人。每个舱位都有一个窗户和一个门,可以进出。每个舱位都有一个座位,可以坐下。每个舱位都有一个储物柜,可以存放物品。 The shape of this balloon, Fig. 166., being to obtain a greater capacity with the same weight of material, and hence greater lifting power than that shown in Fig. 165., is perfectly spherical, the object of thus reducing its weight being to increase its capacity for carrying more persons and more freight. The material is a compound fabric composed of layers: 1, muslin ; 2 , pure India-rubber ; 3 , canvas ; 4 , vulcanized rubber ; 5 , muslin . The surface AIR-SHIP. 63 is covered with a mixture of boiled linseed-oil and litharge, and afterward with a coat of white paint. In order to make the machine more durable, the blocks of wood being been sewn together by two indubulating lines of stitches, a strip of material consisting of a thickness of one inch is placed between two layers of linen is laid over the outside of the same, being made to adhere by a coat of varnish. The whole machine is then covered with a coat of varnish, which is spread in the same way with a strip of material saturated with the same solution of Indigo-berberine. The base of the machine is constructed in the form of a square, having sides each four feet from a second and larger ring, which is hollow, and is constructed of steel plates having an interstice between them. These plates are connected by means of bolts, and are supported by three large blocks C. Through each of these blocks holes are bored for the purpose of allowing rope carrying the weight of the machine, and also for the passage of the moving rope. The value consists of a metallic disk 512 inches in diameter, which is maintained in the centre of a large circle of similar material to that of which the balloon is composed, and is suspended by means of a strong wire rope, which is fastened to the upper part of the machine, and to the lower part by means of two hooks, which are held together by screws. In and closing the hook of the balloon is a second wire, which consists of a circular metal plate 814 inches in diameter, which is kept pressed against its seat by means of a screw. This wire is fastened to the upper part of the machine, and to the lower part by means of two hooks, which are held together by screws. In and closing the hook of the balloon is a second wire, which consists of a circular metal plate 814 inches in diameter, which is kept pressed against its seat by means of a screw. This wire is fastened to the upper part of the machine, and to the lower part by means of two hooks, which are held together by screws. In and closing the hook of the balloon is a second wire, which consists of a circular metal plate 814 inches in diameter, which is kept pressed against its seat by means of a screw. This wire is fastened to the upper part of the machine, and to the lower part by means of two hooks, which are held together by screws. In and closing the hook of the balloon is a second wire, which consists of a circular metal plate 814 inches in diameter, which is kept pressed against its seat by means of a screw. This wire is fastened to the upper part of the machine, and to the lower part by means of two hooks, which are held together by screws. In Fig. 160 it is given an elevation of M. Breguon's balloon, showing it as arranged in the court at the Théâtre des Arts. The cable A (Fig. 160) is used for raising and lowering the machine. It consists of an ordinary ascotrope of 38,000 cubic feet capacity capable of carrying 3 or 4 persons. (See Engineers' Manual.) Mr. F. Hützel has devised an aerial machine wherein is employed a balloon 25 feet in length and 13 in diameter, weighing 80 lbs., and charged with hydrogen gas. Broad wooden bands extend from their ends on both sides around the circumference of this balloon. The latter serves as an air-curtain. The after portion of the machine is at first base a parallelogram of rods, from which rise, lengthwise, curved rods supporting horizontal bars upon which are placed seats for passengers. The whole structure is light and very strong. Above the apex of this form rises a coiled steel wheel, with double spokes under which runs a cable B (Fig. 161), which revolves about once every minute at 200 revolutions per minute. The blades are set like those of the screw propeller. Just behind the wheel is a very small steam engine driving an electric motor attached to it. From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving revolving wheels W (Fig. 161). From this front this frame spring other rods carrying at their extremity vertically revolving revolving wheels W (Fig. 161). These wheels are driven by an electric motor attached to them at their extremity vertically revolving resolving 54 **AJUTAGE.** with a sustaining plane. By his calculation, it appears that the most advantageous design, for a speed of 20 miles an hour in a calm, must not weigh, with engines, navigation, fuel, ores, etc., more than 2300 lbs., and must have the following dimensions: There must be a balloon, filled with hydra- gen, 21 feet long by 18 feet wide by 16 feet high; and an engine capable of starting from 6 to 7 horse power. This is equivalent to saying that the problem is solved, but that the means of accomplishing it are not yet known. The inventor has made a master- standing, conclusively, unless it can be shown that a more favorable plan than the one here discussed by Mr. Bouguer is possible. It is evident that, if a machine is not practicable even in theory, there is little hope of its actual success. Dr. F. A. P. Henriard has published a paper, entitled "Aerial Navigation" (1871), in which M. Bernoulli has been quoted as having said: "The air is so light that it will lift a given weight into the air and make it move in any desired direction, it is certainly easier to do so than to lift a given weight on land." This is true only when we consider the weight of the vehicle on land—-for instance, a railroad-train—and, by sustaining some of the weight, make it move more easily across the surface of the earth. But this is not the case with an aerial vehicle. As far as I know, no one has ever built such a vehicle well, there is some hope of actually getting into the air; but should it fail, it would seem advisable for him to abandon his experiments. The report of the Secretary of War's "Agent-In-Office Report" of the United States" for descriptions of the quest- dents of devices whereby it has been hoped to solve the problem of aerial navigation. The question has already been raised whether it is possible to build an engine which will convert electric energy into motion. In addition, it may be added that the problem to be solved before aerial navigation becomes practical is how to get an engine to work in the air. The first step toward solving this problem is to provide an apparatus to accomplish the work of the bird's wings and tail, and an engine capable of develop- ing great power with comparatively little weight of material and fuel. For the purpose of naviga- tion, this will be accomplished by making use of the air currents which blow over the earth. These currents will not be at the mercy of every gust of wind; and it must be strong enough to withstand the pressure of moving great weights through space. It will also have to be able to maintain itself in position; therefore, whatever it may be, the successful airship will not hit and will not contain a gas-bag. For the prac- tical use of aerial navigation, however, it is necessary to have a means of controlling its movements. The general recognition of this truth by intelligent workers in this field is one of the most encouraging features of modern aeronautics. It is generally admitted that aerial flights supported by balloons may sometimes be useful in regions favored with winds which blow steadily in a fixed direction for months at a time; but in ordinary climates they are useless because they are too expensive and too slow. The balloon has been used as soon as by conducting courses as far as was in the early days. A self-propelling vessel supposed to be balanced on a horizontal axis could begin to withstand the pressure which would meet in ascending or crossing the current of a moderate wind, or be driven through still air at the rate of 20 or 30 miles an hour; and unless it can do both, it cannot be considered as a successful invention. In "Aerial Navigation," M. Henriard gives a list of all those who have attempted to solve this problem. The "Works of Reference"—a very large and complete list of works on aeronautics will be found in "Aerial Navigation," p. 198—contains many references to these attempts. Some of them were published in London and New York in 1877. The rules and theoretical discussion in this article are by Mr. E. Boulton. **AJUTAGE.** A tube fitted into a vessel for the purpose of modifying the discharge of wa- ter. If properly designed, it condenses and increases the effect of water. In the former case, when the length of the jet is increased for a given diameter, its velocity decreases; while in the latter case (see L.S.T.) with an increase of two times that of the inner one, and the opening into the vessel being seven-eighths the size of the defini- tion pipe. **ALARES** Machines for giving warning of danger or calling attention. For boiler alarms, for indicating steam pressure, see Pressure-generators; see Bellows. For marine- alarms including fog-whistles, see Lighthouse; see Horns. Fire-alarms as a rule depend for their operation upon the increased temperature of the air in their vicinity or upon changes in atmospheric conditions which are indicated by instruments placed in exposed situations. At first sight then, the simplest form is a gun loaded with black cartridges and equipped with a trigger which opens a valve admitting air under pressure; or else a simple arrangement is a weight hung by a cord. When the cord burns, the weight falls, the crash giving the alarm. Another form consists in placing a small reservoir under each floor at a central office. The occurrence fire in the edifice produces a blast of air (due to expansion) from the tubes. In another variation the increased heat of the apartment causes expansion of a body of metal connected with each tube; and when this expands beyond its limit, The wire then breaks with the strain, and releases a clock-work which sounds a bell and opens a cock, which closes again after about ten seconds' delay; or else an electric circuit is closed by pluses or end out two metals on the principle of the thermomometer-balancer; or it is an elongated loop. The connection made, an armature in the telegraphic wire circuit is attracted by its magnet, and releases a clock-work which operates similar to that described above; or else an electric circuit is closed by any part of the room. It is loaded with a small charge of powder, and provided with a fuse con- taining several sections which are cut off successively by successive explosions until all are gone." Fahr. The explosion follows, making a loud noise and, if desired, a small plug is ejected so as to strikes and releases a damet in close work—which sounds a bell. Fig. 16 represents a fire alarm ALARMS, 55 which, when acted upon by heat, causes a bell to ring, and which may be ordinarily employed in lieu of the common press-button as a means of sounding electric bells for calls. To the two metal col- umns to which the battery-wires are fastened are attached two thin plates of metal tipped with teeth, so that they may be easily separated from each other. The plate on the left is provided with a spring, which keeps it in contact with the plate on the right. When the current passes through these plates, the latter are attracted together, thus sending a sound elsewhere situated. Between the plates is a rod supported by springs, which can be raised or lowered at will. This rod is connected with a lever, which moves the bell. The place, when the rod is held up by the spring, are separated by a piece of insulating material, so that the current cannot pass between them. The bell may be adjusted by moving one of the plates by the screw shown on the side. **Electrophone.-Alarms have been made, based on the resonating or dis- sonant principle, but they have not been very successful. They generally lose their power. To an arranget is attached a switch, so that, upon opening it, the current ceases to flow through the circuit. This gives the alarm. Another device has been employed to give warning of fire-damp in mines, and also of dangerous leakage of illuminating gas. Chard's device consists of a light mounted on a bar by a thin glass globe filled with air. The bar is suspended from a point near the top of the mine, and is so arranged that any change in temperature will cause the device to vibrate and give the alarm instantly. A similar device is used in mines where there is danger of fire-damp. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, the relative weight of the glass globe is changed, and its contained air being heavier than the air outside it escapes into the mine, and thus indicates that the mingled air and gas has become dangerously explosive. A similar device is used in mines where there is danger of fire-damp. It consists of a tube filled with air placed in a position exposed to the action of escaping hydrogen, and connected with a bell. The bell rings when hydrogen is detected. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, the relative weight of the glass globe is changed, and its contained air being heavier than the air outside it escapes into the mine, and thus indicates that the mingled air and gas has become dangerously explosive. A similar device is used in mines where there is danger of fire-damp. It consists of a tube filled with air placed in a position exposed to the action of escaping hydrogen, and connected with a bell. The bell rings when hydrogen is detected. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, the relative weight of the glass globe is changed, and its contained air being heavier than the air outside it escapes into the mine, and thus indicates that the mingled air and gas has become dangerously explosive. A similar device is used in mines where there is danger of fire-damp. It consists of a tube filled with air placed in a position exposed to the action of escaping hydrogen, and connected with a bell. The bell rings when hydrogen is detected. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, the relative weight of the glass globe is changed, and its contained air being heavier than the air outside it escapes into the mine, and thus indicates that the mingled air and gas has become dangerously explosive. A similar device is used in mines where there is danger of fire-damp. It consists of a tube filled with air placed in a position exposed to the action of escaping hydrogen, and connected with a bell. The bell rings when hydrogen is detected. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, the relative weight of the glass globe is changed, and its contained air being heavier than the air outside it escapes into the mine, and thus indicates that the mingled air and gas has become dangerously explosive. A similar device is used in mines where there is danger of fire-damp. It consists of a tube filled with air placed in a position exposed to the action of escaping hydrogen, and connected with a bell. The bell rings when hydrogen is detected. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, the relative weight of the glass globe is changed, and its contained air being heavier than the air outside it escapes into the mine, and thus indicates that the mingled air and gas has become dangerously explosive. A similar device is used in mines where there is danger of fire-damp. It consists of a tube filled with air placed in a position exposed to the action of escaping hydrogen, and connected with a bell. The bell rings when hydrogen is detected. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, the relative weight of the glass globe is changed, and its contained air being heavier than the air outside it escapes into the mine, and thus indicates that the mingled air and gas has become Dangerously explosive. A similar device is used in mines where there is danger of fire-damp. It consists of a tube filled with air placed in a position exposed to the action of escaping hydrogen, and connected with a bell. The bell rings when hydrogen is detected. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, the relative weight of the glass globe is changed, and its contained air being heavier than the air outside it escapes into the mine, and thus indicates that the mingled air and gas has become Dangerously explosive. A similar device is used in mines where there is danger of fire-damp. It consists of a tube filled with air placed in a position exposed to the action of escaping hydrogen, and connected with a bell. The bell rings when hydrogen is detected. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, the relative weight of the glass globe is changed, and its contained air being heavier than the air outside it escapes into the mine, and thus indicates that the mingled air and gas has become Dangerously explosive. A similar device is used in mines where there is danger of fire-damp. It consists of a tube filled with air placed in a position exposed to the action of escaping hydrogen, and connected with a bell. The bell rings when hydrogen is detected. Another gas-alarm for mines or rooms consists of a galvanic battery with a bell, and a glass globe filled with air. When this air becomes heated by the passage of hydrogen or hydro- gen, 58 ALCARAZA. vided with a whistle at each end. At the lowest midship portion the bilge-water is admitted at a gunna-covered opening. When a considerable amount of water has collected in the pipe, the rolling of the vessel causes the water to rise in the pipe, and when this reaches a certain height, it sets off an alarm. A form of leak-alarm is represented in Fig. 148. The water rising in the hold clears the float, permitting the spring-drum to revolve and wind up the chain. This rings the alarm-bell, and A diagram showing a mechanism for detecting leaks in a ship's hold. moves the index, which signifies the depth. As the water falls the float rewindes the spring. An iceberg-alarm is a thermoelectrical device. An alarm-bell may be attached or connected with doors or windows, so as to give warning of the attempted entrance of an intruder. Fig. 149 shows one of the numerous forms of the application of this principle. The bell is suspended by a wire from a hook, passing through the house connect with a battery, and have circuit connections attached to the doors or win- dows, so that when any part of them is opened, current passes through the bell, causing it to strike, and also ignite a flash-lamp or candle, or turns on the gas, left burning low. The circuit below is completed by means of a switch placed in such a position that it can be turned on or off, and acts free from detent, so that a weight runs an alarm-hammer, while the match-pull reciprocates and lights the lamp or gas. Portable torpedo-alarms are constructed in the form of wedge-shaped cases having two arms which are hinged together at their extremities. These arms are open on being opened, strike the device and move a detent, which allows the clock-work to run down and sound the alarm. *Alarm-Finders* are used in mines where liquid in a barrel has risen to a certain point. The fun- nel being closed by a plug, when opened, the rising liquid raises the float, which detaches the button from its stop and rings the alarm bell. A *Hot-throwing Alarm*, for giving warning of an overboard journal, is illustrated in Fig. 170. It is the invention of Mr. J. H. Blyth, Esq., of London. The upper part consists of a box containing a clapper of a bell. This bell, as will be seen from the engraving, Fig. 170, is hung from the end of a lever which is pivoted at its lower end to a support on top of a post. The lower end of this lever carries a spindle which rests on top of a hollow fusible plug $d$, inserted in a casting which can be screwed into the top of the box. The lower end of this spindle is fitted with a ball joint $e$, and below this joint is fixed another spindle $f$ carrying a lever $g$. When this lever $g$ falls, the plunger on the spindle $f$ falls, thus lowering the bell so that its clapper is raised upon by a wooden striker fixed to the revolving-shaft. When this plunger $g$ falls the same thing happens again. The mounting comes into contact with both parts $b$ and $c$ of the main casing, Google e, continuing to fall, parts $c$ and $d$ separate, and allow any oil that may enter the glass globe to fall at once through the hole d up to the bearing. ALCARAZA. A vessel of porous earthenware, used for cooling the engine-room air; also called *water-cooler*. The vessel is usually enveloped in a light cover made of cloth. ALLOYS. *Antimony alloys.* All the antimony-metal com- pounds may be considered an alloy, but contains less antimony than lead; but contains more lead than tin; and both parts form a moderately-hard, brittle metal. Antimony is employed for making some metallic compounds; but it is not employed for making the carbonaceous compounds of these metals or their oxides mixed with carbon. The presence of other metals, such as copper and zinc, in antimony alloys makes them very soft; but when they are mixed with iron or steel, the alkaline metals is not easily evaporated by a strong heat. 60 parts of lead and 30 of anti- mony form type-metals; in this case, 50 per centa of bismuth are added. Tin 80 parts; antimony 2%, is monosilicat; it is also composed of 2% SiO2, 5% antimony, 2% copper, and 3% lead. Hammer-power. A diagram showing an antimony alloy used for cooling engine-room air. ALLOYS 57 or also contains from 5 to 7 per cent. of antimony; 80 tin, 7 antimony, 8 copper, 3 iron, in one of these compositions. Britannia-metal contains frequently an equal amount of antimony. Queen's- metal is 75 tin, 3 antimony, 6 bismuth, and 9 lead. Crude antimony is employed for purifying gold. Alloys of copper with other metals are used for various purposes. The most important are the aluminum-mixed aluminums. According to Mr. Morris, very homogeneous alloys are obtained with copper, silver, and zinc. These alloys are used for making articles which require a high degree of strength at both of a golden color, while that with 74 per cent. has a peculiar tint. Even so small an alloy as 10 per cent. of antimony in copper is sufficient to make it hard and strong enough to resist the pressure of a hammer and lim- pate to the property of completely filling the mould, making a dense casting free from all air- bubbles. At the same time the copper becomes more resistant of chemical reaction, increases its resistance against corrosion, and makes it possible to cast articles of great size and thick- ness. A copper alloy with 5 per cent. of aluminium is said to be used in the studio of Christohele, in Paris, for making the bronze statues. The true aluminium bronze is alloys containing 90 to 95 per cent. of copper with 10 to 18 per cent. of aluminium. This alloy is very hard and brittle, but when mixed with a little tin or lead, gives a brittle alloy, which, however, increases in strength and tenacity by several successive fusions ef- fected in crucibles. The aluminium bronze is homogeneous, and can be easily poured into any shape or filled in crucibles. The aluminium bronze is homogeneous, and can be easily poured into any shape or filled in crucibles. The aluminium bronze is homogeneous, and can be easily poured into any shape or filled in crucibles. The aluminium bronze is homogeneous, and can be easily poured into any shape or filled in crucibles. Aluminium bronze may be forged at a full-red heat, and hammered until cooled off without becoming soft or losing its hardness. It is also suitable for casting articles which must be prolonged in cold water when hot. The bronze possesses beautifully and possesses great strength—according to Andrade—when it is heated to redness and then quenched in water. The strength of this compo- sition is feeble. From the experiments of Colonel Strain on the relative rigidity of brass, ordinary, and aluminium bronze, it appears that the last named at times as rigid as brass, and times as rigid as ordinary bronze. Other experiments have shown that aluminium bronze does not expand or contract as much as ordinary bronze; but it does not contract so much as ordinary brass. When the alloy is forged, the figs, engraves nicely, etc., and it is easily rolled into sheets; that in the melted state it expands very much when subjected to pressure; but it does not contract so much as ordinary brass. When the alloy is forged, the figs, engraves nicely, etc., and it is easily rolled into sheets; that in the melted state it expands very much when subjected to pressure; but it does not contract so much as ordinary brass. It has been found that the best way to obtain a good quality of aluminium bronze is by using a mixture of copper with about 10 per cent. of aluminium; but this mixture cannot be used for working because it is too soft; therefore it must be hardened by adding some lead or zinc. The best method for producing paste-stamps, and for the main-springs of watches (90 copper and 5 aluminium), being very hard and elastic, not magnetic, and less liable to rust than steel. Its price, however, exceeds that of steel by far; but it is better suited for many purposes than steel for the com- mon use. Aluminium alloys with many other metals have been made, but none of them have acquired a permanent value in the arts. They may be passed over with the brief remark that aluminium contain- ing 1 per cent. of antimony is stronger than steel; that it resists corrosion better than steel; that it loses its comparative lightness and stability; and that the addition of a small percentage of aluminium is able to claim at impart special virtues to the latter—a claim which however, has not yet been established. **Alumino-Armet.-Armet promotes the union of these metals within which its resistance do not diminish appreciably under pressure; hence its application in stamping machinery is considerable. It has a remarkable tendency to cause metals to crystallize; but its alloys are not so brittle as those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are more ductile than those of mercury or lead; they are moreductiveable for producing pastes-stamps, and for the main-springs (90 copper and 5 aluminium), being very hard and elastic, not magnetic, and less liable to rust than steel. Its price, however, exceeds that o... 58 ALLOYS. placed, and then a metal ring; the alloy should neither burn nor crumble; if proper, it turns soft and silky; when too crystalline, more tin should be added. 2 bismuth, 1 lead, 2 tin, constitute pewterer's soft-solders. All these alloys must be cooled quickly to avoid the separation of the bismuth; they are rendered more fusible by the addition of a little tin. Cadmium alloys are little used in this art. The real valorisation of the metal has been the chief object of the researches of the chemists. It is a very useful metal for making alloys, especially used for filing teeth. 730 parts gold, 168 silver, and 84 cadmium, is an alloy for jewelers' work. Cadmium, 8 tin, 2 lead, and bismuth, melts at 150° F., and is known as Wood's fusible alloy. Chromium alloys.--These are usually combinations of the metal with iron or steel. The chromium is generally obtained in the form of a powder, which can be polished and damascened. The addition of from 1 to 2 per cent. of chromium tends to harden and slightly increase the hardness of the metal. This alloy is used for making knives and other articles requiring Spiegeldien in steel-making, and the result has been a very soft steel. This is remarkable, owing to the fact that the chromium is only one-tenth part of the weight of the steel. The composition is as follows:--iron, 99 per cent.; metallic chromium, 2.00 per cent.; lime, silica, 1.30, and carbon traces. Chromium alloys have been made with tin and copper, but have no utilisation. Cobalt alloys.--This metal is a very hard alloy; with iron, a very hard alloy; with gold, it is yellow and fragile; with platinum, fusible. Cobalt alloys resemble silver. Alloys of this metal are used in watch cases. Alloy Copper.--Copper unites easily with most other metals, and forms the basis of a large number of important alloys. It is used in the manufacture of copper pipes and sheathing; also in kettles, and those of copper and tin, known as broom and ball metal. Copper, when alloyed with nearly half its weight of lead, forms an inferior alloy called "brass," which gives great strength to articles made from it. In this alloy the value of tin is lost, and used in much lesser proportion. This inferior alloy is called potmetal, and also cookmetal, because it is used in making cooking utensils. There are many other alloys made from copper for distilleries, and those of smaller kinds for household use. General alloys.--There are many general alloys made from metals--tin, tin or lead; occasionally with two, and sometimes with three in various proportions. In many cases the most metals are carefully weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly; frequently weighed according to the quantity required; but in others they are mixed together roughly. The remainder we have on offer on these copper alloys will be arranged in tabular form, in four groups:--and sold separately by weight or by ounce. These alloys may be used for all purposes where copper is wanted, such as roofing and sheathing. Thus when the founder asked us what proportions of yellow brass he would say, 6 to 8 oz. (or two pounds of copper being implied). In speaking of pen-metal, he would not say 6 oz., because he would not want any more than that amount. In speaking of sheet metal he would say 6 oz., so that he could make his own proportion. In case might be so that the quantity and kind of alloy, or the addition to the pound of copper, is usually small enough for our purpose. Alloy Copper and Zinc sole.--The marginal numbers denote the ounces of zinc added to every pound of copper. 1 oz. Tin.--Casting is seldom made pure copper, as under ordinary circumstances it does not cast readily: about half an ounce of zinc is usually added, frequency in the shape of 4 oz. of bronze or brass. This alloy is very useful for making small articles. 2 oz. Lead.--Metallic lead for common jewelry. It is made by mixing a part of copper with 1 oz. of calcined ore or some other base metal with 6 oz. of brass. The sheet-gilding-metal will not be found satisfactory unless it contains some base metal which latter does not contain any added lead: they may be therefore used together when required. 8 oz. Red sheet-brass made at Hagerman, or 8 parts copper, 7 zinc (See) 1 oz. Tin.--Brass made from red sheet-brass by adding zinc alone or with other base metals having similar names, and re- ceiving inferior inferior brass's gold finely gilded with copper, ore as above this proportion ; sometimes it is made from red sheet-brass now however, they are scarcely used. 6 oz. Brass, that bears soldering well. 5 oz. Lead.--Lead for soldering brass. 8 oz. Ordinary brass: the general properties: less for soldering than ox.: it being more fusible. 8 oz. Emmons' patent brass was of this proportion: and so is generally, the ingot brass made by almost all manufacturers. 9 oz.--This proportion is on account of Patent man's patent sheathing (see Fig.) At least 10 per cent. zinc should be added to all sheathing metals except galvanic zinc-plated sheet-iron or galvanized iron plate (see Fig.), between the extrems 50 zinc and 50 copper, and 27 zinc: all copper will roll well at the red- heat without any additional base metal being added. The metal is cast into ingots, heated at a red heat, and rolled worked at that heat into shapes (boiles) and other fastenings and sheathing. 12 oz.--Sheet-brass made from red sheet-brass: this metal is made in this proportion: for brass-work these metals are generally mixed in equal parts. See 1 oz. Pale-yellow metal: for dipping in acids: it is made thus in this proportion:
oz.CopperZinc
191
282
373
464
555
646
737
828
919
10
11
12
13
14
15
16
17
18
Total:
Total:
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A table showing different proportions of copper and zinc.                                                                       </tfoot>
</table> > > > > > > > > > > > A page from a book discussing various types of brass alloys. 60 ALLOYS. The addition of the tin continually increases the facility, although when it is added cold, it is apt to make the copper pasty, or even to set it in a solid lump in the crucible. The red color of the copper is not greatly impaired in those proportions used by the engineer, namely, up to 3 oz. of tin per pound of copper; after this the alloy becomes of a bluish cast. The tin is very useful for making brass, which is a mixture of 11 parts of copper and 1 part of tin; and when it has been used to serve for producing sound, it is employed for reflecting light. The boiling point of pure copper is 2560° Fahrenheit, that of pure tin 327° Fahrenheit; but the boiling point of the alloys varies between these two points. The tin is also used for making brass, because it is one of the most ductile metals known; and when mixed with copper, it makes a metal more ductile than any other known. The less copper there exists, the more ductile will be the metal; and when there is no copper left, the metal will be as ductile as lead. The following table shows how much lead must be added to copper to make an alloy of equal weight:
Alloy Copper Tin Lead
1 oz. Lead 1 oz. 0 oz. 1 oz.
2 oz. Lead 1 oz. 0 oz. 2 oz.
3 oz. Lead 1 oz. 0 oz. 3 oz.
4 oz. Lead 1 oz. 0 oz. 4 oz.
5 oz. Lead 1 oz. 0 oz. 5 oz.
6 oz. Lead 1 oz. 0 oz. 6 oz.
7 oz. Lead 1 oz. 0 oz. 7 oz.
8 oz. Lead 1 oz. 0 oz. 8 oz.
9 oz. Lead 1 oz. 0 oz. 9 oz.
10 oz. Lead 1 oz. 0 oz. 10 oz.
A good red color and ductile alloy. 4 ox. Less red and ductile; neither of these is so much used as the following, as the object is to en- play as much lead as possible. (Over) 5 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 7 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 9 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 11 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 13 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 15 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 17 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 19 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 21 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 23 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 25 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 27 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 29 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 31 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 33 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 35 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 37 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 39 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 41 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 43 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 45 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 47 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 49 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 51 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 53 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 55 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 57 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 59 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 61 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 63 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 65 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 67 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 69 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 71 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 73 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 75 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 77 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 79 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 81 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 83 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 85 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 87 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 89 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 91 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 93 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 95 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; this is better when warmed. 97 ox. A good pot-metal, as this quantity of lead will be taken up without sep- arating on cooling; th ALLOYS. Remarks on Alloys of Copper, Zinc, Fluor, Lead, &c.——Ordinary Yellow Brass (copper and zinc) is re- quired very sensibly harder, so as not to require to be hammered, by a small addition of tin, any one- quarter or one-half oz. to the pound. On the other hand, by the addition of one-quarter to one-half of an ounce of tin per pound, the alloy becomes much softer, and is suitable for all purposes for the air, and rubber for the lead. The addition of nickel to copper and zinc constitutes the so-called Ger- man silver. Gem-Metal (copper and tin) very commonly receives a small addition of zinc; this makes the alloy still better, and to lessen the character of brass by increasing the malleability without materially re- ducing its strength. The addition of nickel is also sometimes made in this metal, but it is not so useful as that in German silver. The zinc, which sometimes added in the form of brass, also improves the color of the alloy, but is not necessary. The addition of nickel increases its hardness and strength, but at the expense of its hardness and color; it is seldom added. Nickel has been proposed as an alternative to gold in coinage. Some important experiments in regard to the strength of gun-metal, as affected by heat and as compared with the strength of some other metals under like conditions, have been made by the Britis h Admiralty. The results obtained are given in Table I., which shows the relative strengths of alloys re- spectively of the following compositions:—Copper 87.5%, Tin 6.75%; Zinc 5%. No. 3—cupper, tin, and zinc; No. 4—copper, tin, and zinc; No. 5—copper, tin, zinc, and lead; No. 6—copper, tin, zinc, 2½ oz.; No. 7—copper, tin, zinc; No. 8—copper, tin, zinc, and lead; No. 9—copper, tin, zinc, 2½ oz., and lead; No. 10—copper, tin, zinc; No. 11—copper, tin, zinc; No. 12—copper, tin, zinc; No. 13—copper, tin, zinc; No. 14—copper, tin, zinc; No. 15—copper, tin, zinc; No. 16— copper, tin, zinc; No. 17—copper, tin, zinc; No. 18—copper, tin, zinc; No. 19—copper, tin, zinc; No. 20—copper, tin, zinc; No. 21—copper, tin, zinc; No. 22—copper, tin, zinc; No. 23—copper, tin, zinc; No. 24—copper, tin, zinc; No. 25—copper, tin, zinc; No. 26—copper, tin, zinc; No. 27—copper, tin, zinc; No. 28—copper, tin, zinc; No. 29—copper, tin, zinc; No. 30—copper, tin, zinc; No. 31—copper, tin, zinc; No. 32—copper, tin, zinc; No. 33—copper, tin, zinc; No. 34—copper, tin, zinc; No. 35—copper, tin, zinc; No. 36—copper, tin, zinc; No. 37—copper, tin, zinc; No. 38—copper, tin, zinc; No. 39—copper, tin, zinc; No. 40—copper, tin, The temperature at which a change takes place in the state of a metal is called its melting point. It varies with different metals according to their composition and structure: thus copper melts at about 900° Fahrenheit or about 490° Centigrade ; lead at about 327° Fahrenheit or about 164° Centigrade; and iron at about 1500° Fahrenheit or about 816° Centigrade. The temperature at which the change taking place takes place uniformly throughout the specimen occurs at the same time as that at which it takes place at any part of it: thus when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature it will remain liquid until it reaches another temperature at which it changes from liquid to gas at a still higher temperature: hence it follows that when a piece of metal is heated until it changes from solid to liquid at a certain temperature The maximum strength is possessed by an alloy containing somewhat less than $4$ per 63 ALLOYS. most of size, and the minimum tensile is 1,774 lbs. per square inch in an alloy of 70 per cent. size. In torsional tests the average results agreed with the forginging. In compression the 33 per cent. alloy showed a maximum of 121,000 lbs. to the square inch, but the 50 per cent. alloy has, Test No. 18, a maximum of 125,000 lbs., which is very close to the results already stated, and need not be detailed. It is well to note that no matter how accurately alloys may be compounded, chemical analysis of the metal after casting often reveals a notably different composition. In analysing the copper-lead alloys shown in Table I, it was found that the lead content varied from 1 to 2 per cent. in some of original mixtures and those determined by analysis was that in almost every case a smaller percent- age of lead than that actually present in the alloy. The real decrease in percentage of lead was due to volatilization of the metal in melting and casting, and this loss was from 1 to 2 per cent. in a bar. In several bars a considerable amount of liquidation took place, and in general the upper end of the bar was more liquid than the lower end. The variations in specific gravity with change of composition follows a very definite law, decreasing very regularly with increase of copper content up to about 50 per cent., then increasing at a greater density than that of pure size, the only apparent exception being caused by the presence of pores and other defects. **Copper-Tin Alloys.—In the experiments on the copper-tin alloys, bars of the same size as already noted were first cast. Two series of alloys were prepared, the first number 30 commomities, be- ginning with 10 per cent. tin and ending with 90 per cent. tin; the second series consisted of 20 bars ranging from 91 to per cent. copper and 24 per cent. tin to 99 per cent. copper and 2 per cent. tin. The two series were made from the same original mixtures and all were tested under identical conditions. Alloys consisting respectively 1, 3, 5, 7, 9, 10, 16, 24, 30, and 33 per cent. tin were found to have considerably less tensile strength than those containing from 40 to 50 per cent. tin; this strength is a requirement. The dividing-line between the strong and brittle alloys is precisely that at which the color changes from golden-yellow to silver-white, viz., at a composition containing be- tween 40 and 50 per cent. tin. This point is also indicated by the curves showing the variation of trans- versal strength with change of composition (Fig. II). The curve for pure copper shows that trans- versal strength is closely proportional to the tensile strength, and that the transverse strength may de- pend in some cases upon the direction in which it is measured. The curve for pure tin shows that its transversal strength is as great as that of pure copper, but its tensile strength is only one-third as great. The maximum crushing strength was given by the 30 per cent. tin alloy, and The results of the tests for transversal strength on the second series do not seem to corroborate the theory given above regarding the relation between composition and transversal strength. It has been found that many simple multiples of their atomic weights or chemical equivalents, and that these proportions are not altered by any process of compounding or melting. For example, it has been found that when certain percentages composition give a maximum strength, and another certain percentage a mini- mum; but neither of these compositions is represented by simple multiples of the atomic weights. Besides, it has been found that when certain percentages composition give a maximum strength, which does not seem to have any relation to the atomic proportions, but only to the percent- age composition itself; for example, when an alloy contains from 40 to 50 per cent. tin it gives a maxi- mum strength in both tensile and transversal tests; while when an alloy contains from 50 to 60 per cent. of copper in the bars which contain the greatest percentage of copper, and a greater loss of copper than of tin occurs in testing them; yet they show a maximum transversal strength; and alloys con- taining about equal amounts of the two metals show a great tendency to liquation. In the alloys containing less than 25 per cent. of tin by original mixture there is a greater loss of tin than of copper, with but three exceptions; namely, alloys containing from 25 to 35 per cent. tin by original mixture show a greater loss of copper than of tin, with only one exception. In all of the alloys of these two classes the extreme variation in transversal strength is so great that it would appear that even if all alloys contained less than 25 per cent. tin by original mixture they would show a maximum transversal strength; but it appears that the actual specific gravities of all the alloys containing less than 25 per cent. of tin do not give such a result. **Japanese and Chinese Bronzes—Magnificent objects of art produced from these alloys attracted great attention in Europe during recent years; but it has been discovered that they have been made almost entirely used for ornamental castings, statues, musical instruments, and bells. The name given to this alloy generally corresponds to the color produced by the treatment which the object had received before being cast; thus we find "white bronze" for white objects made from copper, violet bronze, black bronze, etc. This order depends both upon the composition of the alloy and the chemical treatment applied to it; thus we find white bronze made from copper and zinc having an alu- same color; and it is hence apparent that almost every manufacturer uses particular compositions of his own products for particular purposes; but sometimes even the constituent elements are different, although the alloy is called by the same name. The "green copper" (Se-do) is composed of copper and lead; or copper, lead and tin; or tin; the "white bronze" (Ko-do) is composed mainly of copper and zinc; or copper and zinc; or zinc; first produced by a large conflagration which took place in China during the earlier part of the thirteenth century; but it was not until comparatively late times that it became known outside Japan, apartiterneitherwitha slightadditionoflead,sasforinstance,inYokohamaoneofthefirstplaces of production in Japan; or with a slight addition of tin; or with a slight addition of lead and zinc; per lead; and so-called Gin-shin-bi is generally composed of 4 parts of copper or alloy and 6 parts of silver. Another peculiar composition is in the Shinkojo where with a small percentage (2 to 1 per cent.) of lead they produce what they call "white bronze," which consists essentially of lead, by hammering; or for repoussé work, generally mixed with gold and silver, and producing designs essential similar to the celebrated "Medici" work." ALLOYS. 63 A very beautiful production in Mohonk, a word meaning "reins of the wood." Pieces of this metal are produced by overlaying and soldering together a certain number of plates of alloys of silver, red copper, and a blue silly. These are hammered, knoched, resoldered, and the hollow spaces filled up with a mixture of lead and tin. The metal is then polished and finished. This process is produced. Messrs. Tiffany & Co., of New York City, have succeeded in making this curious combination of metals into a material which is superior to any other known alloy. It is said that the plates of black bronze form parts of the metal, and not due to a varnish or a superficial oxidation, but results from the use of bronze complex oxides, in which are 90 per cent. of copper and 10 per cent. of tin. The color is a deep brownish-black. Some of the bronzes analyzed show a proportion of lead varying from 10 to 20 per cent. added at the expense of copper and tin. In some cases the proportion of lead is as high as 50 per cent. The bronze really takes any form given to it, and is easily worked, the patina appearing of itself when the fin- ished work is exposed to air and moisture. When melted, these bronzes are very fluid. Un- fortunately, these bronzes are very brittle. Fine imitations of Japanese bronzes are made in France by peculiar chemical treatment of metallic surfaces. Forged-bronze is a product obtained by the substitution of phosphorus for bronze alloy, the qualities of the latter become more and more changed, the grain or fracture becomes finer, the color lighter, and also its hardness increases. The best quality is obtained by adding about one-tenth part to five parts great hardness. Messrs. Roosevelt and Kinnear have experimented with alloys of copper and tin, with which they have obtained a material which has been found to be equal to ordinary bronze, none, with copper tin, and nickel, as well as with iron alloyed with copper and tin. The manganese alloys they concluded to be entirely useless, as also those of nickel and of tin. They obtained great results with alloys containing 10 per cent. of phosphorus and 10 per cent. of tin. At temperatures below 700 degrees Fahrenheit, these alloys are very hard; at high temperatures the qualities of the casting uncertain and impracticable. The action of phosphorus on copper is interesting; it makes the metal more ductile; it makes the tin capable of adopting a crystalline structure; and as two crystalline metals form such a much stronger bond than two non-crystalline metals do, it follows that phosphorus alloys are generally more homogeneous than ordinary bronze. Homogeneity and absence of phosphorus increase the elasticity and toughness of the metal; hence it has great advantages over phosphorus bronze to that its hardness can be regulated by varying the proportions of copper and tin in the alloy. For example, it is possible to make an alloy which will be as hard as ordinary bronze, yet be capable of being bent without breaking; another alloy may be so soft that it will be deformed like plasticine; while another bronze remains perfectly fluid until the moment it sets--solidifies; if, there- fore, a piece of this alloy is placed in water it will remain fluid until it reaches room temperature; all kinds of phosphorus with copper, with tin, or with other metals have long been known by chemists, but only recently have they been used industrially. The following table shows how various phosphor- bronze alloys are now manufactured, varying in composition to suit the objects for which they are intended. The scope of their applications is of course very great. The harder alloys are used for testing hot metals; for making springs; for making tools; for making machine parts; for welding purposes; and the still softer for rolling, drawing, and embossing, etc. The following table will show the results of tests made by Mr. Kirkaldy with various "phosphor- bronze alloys":
Material Tested under Pressure by Pressure PHOSPHOR BRONZE Stress on Strain on Per Cent. Per Cent.
Copper For each P. 4600 4375 Phosphor bronze P. 4600 4375 89 89
Copper Ordinary 12500 12500 12500 12500 12500 12500 12500 89 89
Copper Ordinary (with 1 per cent.) 12500 12500 12500 12500 12500 12500 12500 89 89
Copper Ordinary (with 3 per cent.) 12500 12500 12500 12500 12500 12500 12500 89 89
Copper
A series of interesting experiments with phosphor-bronze were made in Berlin by the Royal Academy of Industry, in order to ascertain the qualities and capacities of the metal while under many stresses applied to it. A bar was forged from pure copper; another bar was forged under a constant stress of ten tons per square inch, and resisted 46835 pounds; a bar of ordinary bronze had a tensile strength of 3647 pounds per square inch; a bar containing one-tenth part phosphorus was tested under a strain of fifteen tons per square inch, and yielded 1478 pounds pull; and a third bar, under seven tons pressure broke only after 4363 pounds pull. On the bending test, however, all three bars broke before reaching their full capacity; thus we see that while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress of ten tons per square inch; while ordinary bronzes break after 1363 pounds each bar under a constant stress **64** # ALLOYS. For frictional purposes a special alloy is made by fusing phosphor-bronze in certain proportions, together with another soft alloy of different degree of fusibility, so as to produce by cooling the green alloy a hard and strong body, which may be used as a hard plough-iron, and the interior of a foremast shaft alloy. The bearing-surface may thus be secured to contain a large number of small bearings of soft metal, included in castings of metal almost as hard as the arbor itself. The proportion of the two metals is such that the softer metal is always in contact with the harder one, admitted to bear, so as to cause the soft fusible metal to run off, the rest will remain in the form of a smooth surface, which will not wear away, but will be renewed by the addition of more soft metal. This is largely in use, and the practical results show that it wears more than five times as long as gun-metal. Phosphor-bronze is also used for making various articles of light weight, and is employed as a material for carriage sheathing, and specimens have stood 120 trials without tearing. Sheets of the alloy stand the action of sea-water much better than copper. In a comparative experiment made on the same scale, it was found that this alloy, between the best English copper and phosphor-bronze, the following results were arrived at: <
THICKNESS OF THE SHEETS Weight when immersed Weight after immersion Loss of Weight
= 1.58 lbs.
Sheet of copper 30 12 10 10 1.7 lbs.
Sheet of phosphor-bronze 30 12 10 10 1.7 lbs.
60 24 20 20 3.4 lbs.
60 24 20 20 3.4 lbs.
120 48 40 40 6.8 lbs.
120 48 40 40 6.8 lbs.
240 96 80 80 13.6 lbs.
24096 80
Sizes of copper pieces.Sizes of phosphor-bronze pieces.Sizes of copper pieces.Sizes of phosphor-bronze pieces.Sizes of copper pieces.Sizes of phosphor-bronze pieces.
Sizes of copper pieces.Sizes of phosphor-bronze pieces.Sizes of copper pieces.Sizes of phosphor-bronze pieces.Sizes of copper pieces.Sizes of phosphor-bronze pieces.
Sizes of copper pieces.Sizes of phosphor-bronze pieces.Sizes of copper pieces.Sizes of phosphor-bronze pieces.Sizes of copper pieces.Sizes of phosphor-bronze pieces.
The loss in weight, therefore, due to the extolling action of sea-water during the six months' trial, averaged for the English paper 2.058 per cent, while that of the phosphor-bronze was but 1.188 per cent, and that for the copper only 1.15 per cent. The results show that this alloy is superior to all known means for making cannon. Without any exception, the results showed a much greater resisting power than that possessed by any other material. **Gold Alloys**—Gold in the pure or fine state is not employed in bulk for many purposes in the arts, as it is thin too soft to be durable. The gold fall used by dentists for stopping decayed teeth is perhaps as good an example as any other. It is very thin and easily worn away by a sharp point or tine trery, or the one-chamfered tooth. Every superficial lusth of this gold fall or leaf weighs three-foursths of a grain, or about one-eighth part of an ounce. The wire for gold hair, prepared by the rehars for goldsmiths manufacturers, requires equally fine gold, as well as silver wire for making hairpins and other articles requiring fine wire. One pound (about) four hundred ten grains to the pound testy wire, or eleven forty-grains double-gilt wire, is beaten into sheets as thin as paper; it is then burthened upon a stout red hot silver bar; the surface of which has been scraped perfectly smooth; and when it cools down again it becomes a sheet about one-eighth part in thickness; namely, actually the fifth part of the weight, becomes one-eighth part in thickness of ordinary gold wire; and this is what we call "gold wire." When this wire is drawn through a die having two or three grooves in its sides, it becomes a wire called "gold wire," or "gold wire," which is used for making gold chains and other articles over the gilding metal (copper and tin); the mercury touches itself to the metal, and when evaporated by heat, it leaves behind it a film or coating on both sides; this film is called "gold leaf"; and under it the electrolytic process, so thin a thinner covering of pure gold may be deposited on silver, steel, and other metals. Mr. Dent has introduced this method of protecting the steel pendulum springs of ma- chines chronometers. Platina gold is also used for soldering chemical vessels made of platinum; gold hair is also used for making hairpins and other articles; but generally 6 grains. The gold used by reputable dentists for plates is nearly pure, but necessarily contains about 6 grains of impurities; namely, silver and other metallic parts. Others use gold containing upwards of one-third of alloy; the copper is then very injurious. With Copper, Gold forms a sintered alloy of a deeper color, harder and more flexible than pure gold. This alloy is called "Gold Copper," and consists usually of about one-eighth part pure gold and seven-eighths part pure copper; being below the mean so that the metals slightly expand on combining. One troy pound of this alloy weighs about 15.175 pounds; being below the mean so that the metals slightly expand on combining. One troy pound of this alloy weighs about 15.175 pounds; being below the mean so that the metals slightly expand on combining. The standard gold was formerly coined into 641 guineas. The standard gold of France consists of 9 parts of gold and 1 part silver. For Gold Plate the French have three different standards: 9 parts gold, 4 copper; also 84 gold, 16 copper; and 72 gold, 28 copper; also 72 gold, 28 copper; also 84 gold, 16 copper; and finally 64 gold, 36 copper; but this last standard is expressed by the terms $22$, $16$, $16$ carats, etc., The pound tryin' is supposed to be divided into $24$ parts, and the gold, if it could be obtained perfectly pure, might be called $9$ parts pure. The "Old Standard Gold," or that of the present currency, is called fine; there being $22$ parts of pure gold to $16$ parts silver. The "New Standard," for watch-makers, etc., is $18$ carats out of fine gold and $6$ out of alloy. No gold or inferior quality can be sold under this standard; but no matter how much fine gold and lower quality is generally described by its commercial name as $80$ or $40$ shilling gold, etc. This alloy may be entirely silver which will give a green colour, or entirely copper for a red colour; but the actual composition are more usually mixed in this one alloy according to its taste and judg- ment of the jeweler. *Abridged from a lecture delivered by Mr. A. Dick before the Society at Arta, 1877.* A diagram showing different sizes and weights for various alloys.









































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ALLOYS. 65 The following alloys of gold are transcribed from the memoranda of the proportions employed by a practical jeweler of considerable experience : * For all other kinds of gold that are finished by polishing, burnishing, etc., without neces- sarily requiring to be colored. The gold of 23 carats fine, or the "Old Standard," is an little used, on account of its expense and very difficult to polish, and is generally called "white gold." 10 carats or New Standard gold, of yellow tint : 60a. gold of yellow tint, or the fine gold of the jewelers - 10 carats nearly ; 1 dwt. 0 grm. gold. 2 dwt. 0 grm. silver. 2 dwt. 0 grm. copper. 20 dwt. 0 grm. 18 carats, or New Standard gold, of red tint : 60a. gold of red tint, or 18 carats ; 1 dwt. 0 grm. gold. 1 dwt. 0 grm. silver. 3 dwt. 0 grm. copper. 20 dwt. 0 grm. 16 carats, or spring-gold. This, when drawn or rolled very hard, makes springs little inferior in size of those made of silver ; but is not so strong as silver. 1 in. 16 dwt. gold, or 1.12 1 in. 16 dwt. silver. 1 in. 16 dwt. copper. 3 in. 16 dwt. 2 in. 4 dwt. * See Group - Colored golds : these all require to be submitted to the process of wet-coloring, which will be explained. They are used in much smaller quantities, and require to be very exactly prepared. Full red gold : Green gold : Yellow gold : Red gold : Antique gold, of fine greenish-yellow color ; Solder for 60a. gold ; Solder for 40a. gold ; Solder for 30a. gold ; Solder for 20a. gold ; Solder for 18a. gold ; Solder for 16a. gold ; Solder for 14a. gold ; Solder for 12a. gold ; Solder for 10a. gold ; Solder for 8a. gold ; Solder for 6a. gold ; Solder for 4a. gold ; Solder for 3a. gold ; Solder for 2a. gold ; Solder for 1a. gold ; * What is not otherwise expressed, it will be understood all these alloys are made with fine gold, fine silver, and the copper obtained direct from the refinery. And to insure the standard gold passing the test of the Hall & Co. are no less than one part of copper added to every ounce.
Full red gold : Green gold : Yellow gold : Red gold :
6 dwt. 0 grm. 5 grm. 5 grm.
5 grm. 5 grm. 5 grm.
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ALLOYS.
65
The following alloys of gold are transcribed from the memoranda of the proportions employed by a practical jeweler of considerable experience : *A few other alloys which are used in making jewelry, and which are not colored:The old standard (or "Old Standard") is an little used, on account of its expense and very difficult to polish, and is generally called "white gold."
Gold :Silver :Copper :Other metals :
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Gold :67 A diagram showing different types of alloys. 67 68 ALLOYS. Iron and Cobalt produce alloys similar to those of nickel. The effect of the cobalt is to render the iron red-short. Iron and cobalt do not alloy well together. The alloy seems homogeneous when fused, but the silver separates after cooling. Silver tends to render malleable iron red-short. Iron with Gold and Platinum.--These metals alloy well together, small quantities of iron added to gold increase its malleability, while platinum increases its hardness. This quality is at a temperature considerably below that required to melt metal; and, with 1 per cent of platinum, steel yields a somewhat greater amount of metal than without this addition. Lead Alloys.--Lead is allied with antimony in the manufacture of type-metal; see Antimony Alloys. Alloys containing Lead and Mercury.--Mercury is used in the manufacture of certain types of very small proportions sufficient to impair the duality of copper both at ordinary temperatures and at a red heat. For power, solders, etc., see Tin Alloys; also Zinc Alloys. Lead enters into fusible alloys, for which it is employed in the manufacture of certain types. Practical application of this quality is afforded in the Paimon process for the separation or concentration of lead ores. Manganese Alloys.--See Iron and Manganese under Iron Alloys. Manganese bronze is formed by the addition of manganese to copper, and is used for many purposes. It is a hard, tough, and strong metal, for the making of slides bronze or brass. It is very homogeneous and close-grained, even a good-sized ingot broken through presenting a fracture fine and close-grained as a piece of metal; the steel also possesses these qualities. It is used in the manufacture of various articles requiring strength very considerably. In color it resembles good gun-metal, but it is of a rather brighter and more golden hue. It can be used for all purposes where gun-metal is employed. It is about equal in tensile strength and elongation to wroughtings of average good quality, while in elasticity it surpasses them. The tensile strength varies from 30 to 50 tons per square inch. A num-ber of forged specimens which have been tested considerably exceed the very best wrought-iron both in tensile strength and ultimate elongation, and are fully equal to mild qualities of steel. Mercy Alloys.--The mercureal alloys are made by adding mercury to copper or other metals called amalgams. They include amalgams of mercury and tin, for alteringing of mirrors; of mercury with gold and silver; and with lead. These alloys are used for the manufacture of certain types. An alu-ryn-aryn is part sodium form a compound liquid at moderate heat, but at the ordinary temperature yields a product which has a high degree of malleability. It is used in the manufacture of certain types, as sodium is liquid, and consists of a solid and liquid portion. This amalgam is employed as a medium for effecting the amalgamation of iron, platinum, etc.; it is also used in the manufac-ture of certain types of glass; it is employed for the manufacture of certain types of buttons; and for the rubbing of electric machines. Mercury Alloys.--The French state that an alloy of tin 83, molybdenum 7 (or 77) ft. in air, white, ductile, and tenacious, as tin, and may be laminated into thin sheets. An alloy of molybdenum with lead which contains 10 per cent. by weight will be found to be very hard; that with 10 per cent. by weight of platinum and rhodium have a greater density in proportion to the amount of rhodium present. With 10 per cent. by weight of platinum and rhodium they are harder than any other alloy known; with 80 per cent., as the whole. Electrode Alloys.--According to Messrs. Scott and Faraday, alloys of steel holding from 1 to 2 per cent. of rhodium present very great tenacity suited to such hard work, that cutting-instruments made from hardened steel are rendered so hard that they cannot be cut by any tool except one made from steel having the tempering-point of the latter is 60° above that of the best English cast-steel. Equal parts of steel and rhodium yield a fusible alloy which will adapt itself for the manufacture of metallic mirrors. Steel Alloys.--Steel alloys are made by adding to steel some other metal which are rendered the harder and whiter the more nickel they contain; they are known under the names of alberta, British patent steel, German silver plating, etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., Best.--Are no 4 per cent nickel; 20 per cent; and 8 per cent zinc. About two-thirds of this metal is used for articles resembling plated goods, and some of which are also plated (such as watches); one-third is used for scientific instruments, spectacles for acoustics, and numerous other small works. The Wurtz Process.--This process was first discovered as the name silver of the present day, is composed, according to the analysis of Dr. Fyffe, of: \begin{align*} \text{Silver} & = \frac{47}{100} \\ \text{Gold} & = \frac{53}{100} \\ \text{Platinum} & = \frac{13}{100} \\ \text{Rhodium} & = \frac{13}{100} \end{align*} The white copper manufactured at Belfort in the district of Saxe-Bourbonne is said by Refere-ents to contain 99 per cent. silver; 1 per cent gold; 1 per cent platinum; 1 per cent rhodium; 1 per cent irons; and iron. The term is considered to be accidentally introduced into these several alloys, along with this mixture; but it does not appear that it has ever been produced artificially. Iron and steel have been alloyed with nickel; the former (the same as the meteoric iron), which always contains some nickel; it is supposed to rise, whereas the alloy of steel with nickel is worse than that respect than steel not alloyed. Palladium Alloys.--These are all harder than the pure metal. When silver is formed a very tough malleable metal; it has been employed in watch cases; it has been used in watches for hands; for which it is much used by the French. With silver and copper, palladium makes a very springy alloy, used for the points of pen-knives, incrusting lamps, toothpicks, or any purpose where elasticity ALLOYS. and the property of not tarnishing are required; thus alloyed, it takes a high polish. Pure platinum is so flimsy at ordinary temperatures, but at a high temperature is inflammable so as to be unfavorably combustible and ductile. Platinum is used in almost all proportions, making alloys which have been used for, and on, philosophical instruments. Rose silver is a mixture of 114 parts silver and 1 part copper, or 113.5 parts silver and 0.5 part copper. A pound of rose, therefore, is composed of 113.5 parts silver and 16.5 parts of copper. Its density is 10.8; its estimated density is 10.7, that the metals dilate a little on cooling. Noyer's alloy is a mixture of 99 parts silver and 1 part copper. (Boussing.) The French follow only in silver and copper. For silver coin, the French proportion is 4 parts silver, 4 copper; and for Britannia, parts silver, 2 copper. Silver is often alloyed in the following proportions: Bastard silver solder: 4 parts fine silver and 1 part brass wire, which is added when the silver is melted, to avoid wasting the silve. The following are the most common alloys: Particulate solder: 2 parts fine silver and 1 part brass wire. By some few, three-fourths part of arsenic is added, to render the solder more fusible and white, but it becomes less valuable by this means; they use a mixture of lead with tin to avoid its fumes. Silver is also soldered with tin solder (2 tin, 1 lead), and with pure tin. Silver and mercury are used in the plastic metallostatics for teeth. When heated to a red heat, mercury changes into a liquid state; when oxidized, presenting various mixed films on the surface. Thus, pure silver with 60 parts per cent or 1000 silver becomes dull black; with 65 parts per cent or 1000 silver becomes dull black; with 70 parts per cent or 1000 silver becomes dull black; with 75 parts per cent or 1000 silver becomes dull black; with 80 parts per cent or 1000 silver becomes dull black; with 85 parts per cent or 1000 silver becomes dull black; with 90 parts per cent or 1000 silver becomes dull black; with 95 parts per cent or 1000 silver becomes dull black; with 98 parts per cent or 1000 silver becomes dull black; with 99 parts per cent or 1000 silver becomes dull black; with 99.5 parts per cent or 1000 silver becomes dull black; with 99.8 parts per cent or 1000 silver becomes dull black; with 99.9 parts per cent or 1000 silver becomes dull black; with 99.95 parts per cent or 1000 silver becomes dull black; with 99.98 parts per cent or 1000 silver becomes dull black; with 99.99 parts per cent or 1000 silver becomes dull black; with 99.995 parts per cent or 1000 silver becomes dull black; with 99.998 parts per cent or 1000 silver becomes dull black; with 99.999 parts per cent or 1000 silver becomes dull black; with 99.9995 parts per cent or 1000 silver becomes dull black; with 99.9998 parts per cent or 1000 silver becomes dull black; with 99.99985 parts per cent or 1000 silver becomes dull black; with 99.99988 parts per cent or 1000 silver becomes dull black; with 99.999885 parts per cent or 1000 silver becomes dull black; with 99.999888 parts per cent or 1000 silver becomes dull black; with 99.9998885 parts per cent or 1000 silver becomes dull black; with 99.9998888 parts per cent or 1000 silver becomes dull black; with 99.99988885 parts per cent or 1000 silver becomes dull black; with 99.99988888 parts per cent or 1000 silver becomes dull black; with 99. 70 AMALGAMATING MACHINERY. Making and Melting Allloys. *Jour. Applied Chem., Oct., 1878, p. 138 ;* *Melting Points, Lead and Tin Allloys.* *Jour. Appl. Chem., Marh. 25, 1875, p. 1 ; also *Applied Chem., Sept. 4, 1874.* *White, Metal for Machinery.* *Electrolic Eng., May, June, 1873, p. 279 ;* *Deposition of Allloys.* *from Ape., Dec., 1874 ;* *A. Malinowski, "The Use of Allloys."* *Jour. Inst. of Mining & Metallurgy, Proc. Soc., May 27, 1875, p. 433 ;* *"Alloy of Lead and Tin Tins."* *Proc. Ape., Apr. 26, 1874, p. 3 ;* *Chemical News, July 20, 1874, p. 206 ;* *Melting Points of Lead and Tin.* *Jour. Appl. Chem., Dec. 25, 1875, p. 627 ;* *"Alloy for Bearings,"* *Jour. Appl. Chem., Apr. 26, 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. Chem., Aug., 1874, p. 30 ;* *Allloy of Lead and Tin.* *Jour. Appl. A diagram showing the process of amalgamation. In the extra process the ground ore is amalgamated as described under amalgamation until the process is about half completed. It is then removed into a chamber termed an 'anay' (anay), which has under it a fireplace & a foot in length, so connected by side-bums with small chimneys AMALGAMATING MACHINERY. Amalgamation is the process of extracting gold and silver from the ores by means of mercury or amalgamating them with mercury to form a solution which can be easily separated from the ore by filtration or other means. The ores are first crushed to a fine powder which is then mixed with mercury in a large vessel called a 'macerator.' The mixture is then passed through a series of sieves which separate out the larger particles which are not wanted in the final product. The mixture is then passed through a series of washers which remove any impurities that may have been introduced during the crushing process. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series of filters which remove any remaining impurities. The mixture is then passed through a series of washers which remove any remaining impurities. The mixture is then passed through a series AMALGAMATING MACHINERY. 71 is to elevate the temperature of the room containing the ore. Here it is exposed to a gentle heat, and allowed to remain two or three days, when it is again removed, and the reduction completed by the ordinary method of pano amalgamation. The heat is applied by means of a kiln, dry-stamped, screened, and roasted in reverbera- tory furnaces, such and surface of pans being added. The roasted ore is then screened and placed in the pan, which is then covered with a cover, and the whole is heated through a canvas bag to remove a portion of the quicksilver, and is distilled in circular retorts. The pano amalgamator is a machine for effecting the amalgamation of ores with the frequent manipulations and loss of time incident to the pano process. A large number of pans and amalgama- tors have been devised, all, however, being similar in their action. The grinding in all is effected by means of a revolving millstone, or by a series of stones, each having a different specific gravity. The size of these stones varies according to the nature of the ore and the conditions of the form of these stones and the extent of their surfaces. They all combine the qualities of softness and hardness, so that they may be used at any stage of the operation. The stone that is required, the operation of amalgamation and chemical reduction of the ore is connected with it. Amalgamation is effected by means of mercury, which is poured into the pan, where it is im- mersed, and destroys the minerals, false bottoms or dies are cast for the pans, and face-plates (shoes) of hard white iron for the mullers. These are so made as to be easily taken out, and are removed when the pan is filled with ore. The face-plate is made in two pieces, one for each side of the pan, which are fastened together by means of screws. The face-plate is ground on both sides, though in some of them are as large as kernels of corn, or even larger, can be ground to a fine powder with- A diagram showing a pan with a cover on top. A diagram showing a pan with a cover on top. cut much injury to the pan. In practice it is the battery-pulp and sand which are fed, and this is the only part of the process requiring attention. The pulp is first passed through a screen, which is con- trolled by a vertical shaft passing up through the cone in the middle of the pan, and is raised up for the purpose of removing any particles too large to pass through. The agitation of the pulp from one another in working is accomplished by a hand-wheel at the side of the pan, which through a lever raises or lowers the steel block into which the top of the upright shaft fits, and agitates the pulp. This agitation causes the particles to come in contact with each other and with the upper surface of the pan, thus causing them to be reduced in size by attrition. The pulp is fed into this agitation by means of a pipe leading from below into a trough under the pan. The Hammer Pan. Fig. 173, has, like the Wheeler, a flat bottom. The body of the pan is set directly upon the plate which serves both as foundation and steam-bottom, and the joint is made with mortar. The plate is supported by four legs which rest on short legs projecting from around the pan, outside the circumference of the muller, which is traversed by a scraper, fastened to the muller. The gutter around the cone is also scraped in the same way as that around the cone in the Wheeler pan. The muller may be raised or lowered as high as by means of the screw at the top, the point of which rests upon the top of the shaft. A rake is fastened to the bottom of the muller for scraping off any material that may fall between it and its support. The Pans-Pan. Fig. 175, is a combination of the two pans above described. The steam-bottom is fastened beneath it in place of the Wheeler pan; and the year, within its frame serves for a fire- 72 AMALGAMATING MACHINERY. The horn, and also carries the bearing for the horizontal shaft, is here disposed with the foot-step and shaft-bearing being set upon the wooden framing of the mill which carries the pan. The manner of hanging the muller loose upon the driver, which is carried by a vertical shaft and regulated in height by a screw at the top, is the same as in the Horn pan; and the attachment of the discs to the bottom, and of the driving-shaft to the upper disc, down- tailed tongues and sockets, is the same as in both the Wheelbarrow and Combination pans. The wooden pan the sides are of wood. The curved flanges shown extending from the pan to the side are intended to effect a circulation of the pulp. The combination pan, Fig. 174, is the Patton pan with the Wheeler foot-step, its chief feature being a cast-iron ring set in the pan to protect the wooden rim. The Knothole Pan (Fig. 175), is of cast-iron, and has a false bottom with projecting vertical rim at the top, and a central hole through which enters an under- beam for the introduction of steam. There is no separate steam-pipe, but one is formed by the accumulation of quicksilver and amalgam, con- tained in a small vessel placed on this under-beam opposite the driving-shaft. The centre of the yoke $x$ is attached to the muller $m$, is keyed to a vertical shaft $y$, and is supported by two hollow cones in the middle of the pan. The muller $m$ is turned by means of four arms $z$ at right angles to one another, and to those arms are attached four arms $w$ at right angles $r$. Between the muller and shoe $s$ a wooden shoe $r$. Between the muller and shoe $s$ a wooden shoe $r$. Between the latter, the upper face of the wooden shoe $r$ is slightly concave, so that when it comes into contact with the lower face of the muller $m$, it will be forced up against it. The Apsisar—the battery-silumine, after being charged with amalgamated silver, is then intro- duced in the settler, are run to a third receptacle resembling the pan and setter, but of larger di- ameter than that of the settler. This receptacle contains some kinds of amalgam, such as those containing mercury or bismuth; but in all other cases none of their fineness cannot be recovered from the pulp while it is thick. It is therefore run into a circular tank or tub in which wooden stirrers revolve, a copious stream of water running constantly A diagram showing a combination pan with a cast-iron ring set in the pan to protect the wooden rim. A diagram showing a Knothole Pan made of cast-iron with a false bottom and an under-beam for introducing steam. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. A diagram showing how a muller is turned by four arms attached to a vertical shaft. AMALGAMATING MACHINERY. 73 In at the top. Here the pulp is thoroughly beaten up and thinned, and while the lighter parts flow off with the current, the amalgam and floored mercury fall to the bottom and collect there. This amalgam is always both poorer and less pure than that from the settler. Fig. 10 shows a section of the amalgamating machine. The revolving arm is formed of a round rod, the hori- zon and sides of which are made of wood. In the centre a hollow cast-iron cone is bolted, through which runs a central shaft, on which revolves a collar, which is fastened to the end of the shaft, and from this project iron arms, in which are fastened the wooden stirrers, hanging vertically and reaching down nearly to the bottom of the tub. The object of this revolving arm is to separate the minute particles of mercury and amalgam from the pulp through which they are distributed. It being made up of a circular bar, in which are two revolving arms, and to these arms are fixed shoes. These iron shoes, however, do not come into contact with the bot- tom of the settler, so no grinding action is involved. The shoes are covered with rubbers, which keep the heavier parts of the pulp away from them, except while the revolving arms perform a similar service for the lighter portions of the pulp. The water is supplied by a stream of water during the op- eration, but it is found that this has a larger capacity than the pan. As a further improvement, a con- siderable amount of mercury which is studded by plugs are placed in the stirrer holes, so that when the pulp is thinned the pulp can be gradually mixed with mercury, thus forming a less quicksilver tea, comminuting with a radial gutter cast in the iron Thus, in order to make use of apparatus consisting of the central shaft before mentioned, which carries on its lower end a beveled cog-wheel, and at its upper end an arrangement for adjusting the height of the revolving arm, it is necessary to have a collar around this shaft. This arrangement is in a deep collar embracing the vertical part of the ammoloid iron bottom of the settler, and the revolving arm is carried out from this collar. Ehtors for Amalgamation.—The silver retort is as well adapted for this purpose as any other. The quan- tity is sufficiently large to render it desirable. The silver retort shown in fig. 11 is about 18 inches diame- ter inside, with a hood at the top, which forms a cover over the amal- gam being collected on an arch, with the neck of the retort passing through this hood. A number of perforated quicksilver filters through such a hag facilitate the separation of mercury, and is received into a tray. An Amalgamating Machine.—Two distinct systems of gold amalgamation are in use in Cali- fornia. One consists in placing mercury in the battery, and amalgamation taking place in it; while in gold has been previously crushed. In amalgamating in the battery, the latter is often provided with amalgamation troughs or pans, which are placed at different levels in relation to each other, and on the discharge, and each having an inclination of from 45° to 60° toward the stampers. When these are not employed, spaces for the accumulation of amalgam are allowed between the pan and one or two feet below it. The amalgamating troughs are usually made of sheet iron or copper plate, and are fitted with covers or lids made of thin sheet iron or copper plate. The amalgamated amal- gam is found to collect. The copper plates are covered with mercury, and the latter is also splinted against the heat by means of strips of copper or tin. The amalgamating troughs are filled with mercury. When the rock is crushed without the introduction of silver into the miller, the sand and water being removed by centrifugal force; and then by means of a series of shallow troughs and sluices inclined at an angle of from 8° to 4° with the horizon. Beyond these blankets there are at most case riffles or amalgamated copper plates, which are again followed by A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. A diagram showing a section of an amalgamation machine. 74 AMALGAMATING MACHINERY. some contrivance for collecting the precipitate remaining in the tailings. At the further extremity of this system of appliances there is sometimes a long tail-race for the purpose of arresting any sur- ferous material which may have escaped being caught by the other arrangements. The bleaching apparatus, shown in Fig. 178, is one of the most important parts of the machine, one of which, the invention of Mr. M. A. Atwood, is represented in Fig. 179. This consists of two hollow cylindrical ![Fig. 179](image) troughs $f_4$, of wood or iron, which are filled with pure quicksilver. Over these the blanket wash- ings are directed. The gold, being specifically heavier than the quicksilver, will sink to the bot- tom, while the silver, which is lighter than the quicksilver, will float on its surface and be con- sequently buoyed up. The floating skimminets are agitated by wooden cylinders $e$, suspended per- pendicularly to the troughs, and having a number of arms $b$ attached to their sides, each arm being about 3 inches long and of which are slightly curved. These arms are set along the cylinders in 12 longitudinal rows, contain- ing alternately 6 and 9 arms, those of each row being opposite the space in the next. They are so arranged that they revolve at different rates, some at 10 revolutions per minute, and others at 5 revolutions per minute. The bleaching water, after passing from the amalgamators, may be discharged into Borekva rubbers, in which the particles of gold are intended to be further cleaned and heightened by rubbing and detaching them from each other. The Borekva rubber is made of a sheet of rubber covered with the amalgamated copper plates of the rubber. The Borekva rubber (Fig. 180) consists of a rectangular cast-iron box, 1 inches deep and 4 feet 8 inches square, provided with a false bottom of cast-iron discs or plates on which oakum is placed. On top of this false bottom are placed two horizontal rods connected with an eccentric. The wooden shoe-boards are covered with a thin layer of oil. In the Pomeran and Friesen system of amalgamation the pulverized ore is conveyed through a pipe $a$ (Fig. 181), which is connected with a horizontal tube $b$, as shown in Fig. 181, with a horizontal tube $c$. While in the act of falling it is impinged upon by a stream of mercury, which escapes from the re- ![Fig. 181](image) ceptacle $d$ through the inner pipe shown. The flow is broken up and carried forward by steam or air pressure, after the removal of the metallic particles adhering to it. The horizontal tube connects with a vertical tube $C$, upon which the ore and the atomised mercury are together forcibly projected, grain by grain, in a continuous stream, and fall by their own gravity into the **AMALGAMATING MACHINERY.** *under or receiver D.* It is claimed that no amount unlimited quantity of ore may be treated by this process, as the atomizers have only to feed the hoppers and remove the deposits. The inventors state that "with only a three-inch tube from three to five tons of ore can be treated per hour." The apparatus is shown in Fig. 18, which is a vertical section of the machine, and in Fig. 19, which is a plan view. This consists of a vessel having a conical bottom, in which rollers $F$ and also with spindles or mallets $F'$ are placed. The feeder-water is injected through the outlet at the rear or the side of the vessel, and the amalgamated ore and surplus mercury collect in the dead-water space in the conical bottom, whence they are drawn off through the outlet at the front. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which is then washed away with water, leaving behind the amalgamated ore. This method is employed in many mines, and it is said that it is more economical than any other process. The amalgamation of silver ores is also practised, but it is not so common as that of gold ores. **Description of Amalgamation Machine.**—The extraction of gold by amalgamation has hitherto been often stated as being a slow process, but it is now known that it can be carried on very rapidly. The amalgam, or mixture of mercury and gold, is deposited on the surface of the ore, which 76 ANCHOR. ing, 10; reception from fouling, 10; fishing, 10; facility of transportation in boats, 8; quick trip- ping, 5; total, 140. The largest anchor now in existence was made for the Great Eastern. It weighs 8 tons exclusive of the stock, and is composed of two arms, each weighing 4 tons. The arms are formed from ordinary iron, the links being split so that the seat-bottom may be more readily pierced. The weight of the largest anchors for vessels of 1,000 tons or less bears usually the proportion of about 200 to 1. The form of anchor most commonly used in place of that represented in Fig. 183 is Trowman's, which is shown in Fig. 184. The principal variations in Porter's anchor, shown in Fig. 184, which is also known as the "Hawkins' anchor," are as follows: An eye. Between the loops is an iron block d, having a circular aperture to receive the arms, and a square aperture e to receive the stock f. The stock f is screwed a stout bar of iron, termed a toggle, projecting equally on both sides of the eye. At the end of the towing-iron opposite to that in which it is hoisted, there is a ring g, into which the arms p are formed in one piece, and before the palms i are attached to the arms p. The arms p are formed through the eyes c in the loops of the shanks and through the eye of the crow-pins; the palms are then to be put on, and must both lie in the same plane; the eye of the crow-pins is to be placed with the palms. The crow-pins are firmly keyed to the arms, and the toggle must be of such length and form as to make it firmly against the fore-mast when hoisting. When hoisting, the arms p are drawn up by means of a rope upon it, and to retain them at an angle of 90° with the shank. When the anchor is let go, one end of the toggle will come in contact with the ground, which puts the balance in a position to raise; and when the strain is upon the cable, that end of the toggle which is upward comes in contact with the A diagram showing a Trowman's anchor. A diagram showing a Hawkins' anchor. thread of the shank, and thus the anchor is in its holding position, which is shown in perspective at C. The advantages of this mode of constructing anchors is that both arms take the pressure and therefore the weight of metal may be diminished and yet an equal, if not a greater effect be obtained; also, as there is no risk of fouling or flake, there is little risk of fouling, as it is termed— that is, of the cable entering round the arms. An anchor upon a similar principle, but of a somewhat different construction, was invented by Mr. Haweson, a freeholder at Brixham. This anchor consists of two arms p (Fig. 185), each formed like an arm of a hook, and these arms are connected together by a stock f (Fig. 186). The arms p have two holes or loops, or eyes, for receiving the chain h which unite the ring g, to which the cable is to be fastened. From this arrangement it will be seen that there is no risk of fouling or flake; also that we have made to that one, as it admits of detaching the arm, which renders it more convenient to new purchasers; also, as the shank is formed in two parts instead of one of equal area, they are more easily forged. The peculiarities of this anchor proposed by W. Bagners consist in its having a hollow shank, formed ANCHOR. 77 out of 4 bars of iron, of such thickness as to leave the forging of them perfectly sound for ex- amples of the largest dimensions. In Fig. 187, A represents a side-view of the anchor, and B a plan of the stock. The two principal pieces a are bent so as to form a part of the arms or flukes; the other four pieces b are bent into a similar shape, and are secured by means of a bolt c, which passes through the stock d, and the whole are firmly wedded together at both ends of the stock. The intermediate parts are secured by a string e, so that when the anchor is cast, the stock d is left out of its place, and in the view of the steal ring, there is a bolt and shackle e, employed alone when the anchor is to be used with A diagram showing the construction of an anchor. 186. A diagram showing the construction of an anchor. 187. dains cables; but when humpen cables are to be used, a ring f is connected to the shackle e by an additional piece g, which is inserted through the hole in the shackle, and is held in place by two pins hooped together, and is secured in its place as follows: The bolt and shackle e being with- drawn, the stock d is taken out of its place, and the stock is then put over, and the stock is kept up against the hoop by the forelock key h passing through a hole in the shackle. When this is done, the cable k is passed through the block at the lower end of the stock, and so that two of them may penetrate the ground simultaneously, while the third falls down upon the stock to prevent the fouling of the cable. The flukes are blunted to separate blocks, and are A diagram showing Morgan's anchor. 188a. A diagram showing Morgan's anchor. 188b. A diagram showing Morgan's anchor. 188c. 180 apart. Fig. 188a represents Morgan's anchor, the arms of which are separately pivoted to the stock, and are supported by a crown-piece. When cast on the ground, the arms rest against it and is supported by the crown-piece, while the other arm falls down upon the stock. Fouling is thus prevented, and the arms through the current bar reinforce one an- other. The arms are barbed, and oscillation is checked by curves on the thick portion of the arms, which hold the arms as a given inclination to the stock. Leithan's anchor; Fig. 189, has its 78 **ANCHOR** shank A in two pieces, between which plays a middle fluke attached to an arm C, which has two other flukes on its ends. When the anchor is let go, the flukes make about a quarter of a revolution, lying in the same plane as the shank, and thus the ship's head comes against the shank, and restrains the oscillation of the arms in either direction. This anchor may be very compactly shewn by bringing the arms parallel with the shank. Two similar anchors are shown in Fig. 190a and b. Both are in use by fishermen the world over. In Fig. 190a, two stout pieces of wood are lashed together crosswise; from the extremities one wooden or iron rod, which inclose a large stone, is fixed above, A diagram showing an anchor with a wooden or iron rod extending from the top, with a stone inside. and an eye is added for the attachment of the cable. Fig. 190b is simply a forked piece of wood, the long arm serving as a shank, the short one, which is barbed and fixed with iron, as a staple fluke. Sea-anchors are used by vessels when off soundings to prevent drifting, and to keep the ship's head to wind or sea. They are generally made of strong rope, and are fastened to the stern of the vessel by means of which their safety might otherwise be endangered. The sea-anchor represented in Fig. 190c consists of three spars lashed in the form of a triangle. Canvas is attached to the spars and backed by a strong A diagram showing a sea-anchor consisting of three spars lashed in the form of a triangle. rope-netting. A bidge suspended from the base of the triangle, keeps it in vertical position, and these hawers are attached to the angles and slew to the ship's cable. The anchor in Fig. 190d is made of two stout iron bars pivoted together at their middle and spread apart at right angles to each other. A rope is passed through holes bored in them, and they are then fastened to the stern of the vessel. A buoy is fastened to the end of one of the bars, and prevents the sinking of the contrivance, while showing its position. The other end of this bar may be folded parallel, thus diminish- ing the compact storage of the device when not in use. Tyacke's anchor is represented in Figs. 191 and 192. A is the shank made up of parts secured ANCHOR. 79 such anchor other than the pin H & K D. The arm with its fluke B is fitted with a T head A P which bears on the pin E, as shown. Two pins F are fixed in the head, and act instead of the single pin H. The anchor has only one arm, which is reversible, and so arranged that, whichever way the anchor is turned, the fluke B will always bear against the shank C. This arrangement is very useful, as the anchor cannot foul when handling, having no projection above the shank; that is it is very easy to handle; occupies a minimum space in stowing; can be readily taken to pieces; and pos- A diagram showing an anchor with a T-shaped head and two pins F. A diagram showing an anchor with a T-shaped head and two pins F. some unusual strength, being made without a single wire. This anchor has been experimented with to test its biting and holding power, by dragging it over some rough ground by means of a powerful steam winch, when it was found that, immediately the steam wheels caused the anchor to move, the fluke B would bite into the ground, and hold fast. In this manner, an anchor of this type, weighing 6 tons 8 cwt. (equivalent of stock) has been subjected to the following strains, viz.: at first 30 tons, at which strain—50 per cent. overproof—it was broken to destruction. Anchor D is a variation of the above design, in which the fluke B is hinged to a bar called outboard or while it is hanging from the out-kail. We give illustrations of five devices for tripping the anchor under the first-named circumstances. In Holmes's clipper, Fig. 180, a short chain is ad- A diagram showing an anchor with a T-shaped head and two pins F. A diagram showing an anchor with a T-shaped head and two pins F. The anchor has a spiral thread which works in a nut in the bearing, so that, when the pin is turned, it re- moves and allows the fluke B to bite into the ground. When the pin is released, the fluke B will remain in position until the bar is pulled down by the weight of the anchor. Dunton's device, Fig. 196, is for dropping the anchor from the ship's side. The anchor is held in a clutch substituted for the bar A by means of a ratchet wheel operated by the chains and levers shown in Fig. 197. In Stacy's device, Fig 197, the hook is carried by a rope made fast to an eye on the shank C and then pulled out. As the hook upsets, the anchor, which is held by a spring, Bur- ton's and Spence's inventions prin- ciples are similar to those in sup- porting the end of what is termed the standing part of the out-board stopper or bar A. The stopper is turned upon pivots upon pivots and retained in a proper position by springs. When released, the bolt turns upon its pivot and thus releases the anchor, which means all risk of jamming the turner (see next end) is avoided, the danger to the ship on the forecastle is done away, and the anchor can be let go quickly. The arrangements of these inventions being the same, whether applied to sea-board stoppers or shore-board stoppers, we shall confine our attention to Burton's invention only. The other two are not used in this country. The method of letting go a sea-board stopper. 198 199 200 201 202 203 204 205 206 207 208 209 210 211 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 of the stopper (as in the common method of letting go the sea-board stopper), but it differs from that used on shore-board stoppers in several respects. The arrangement of Burton's invention consists of three parts: (a) The bar A (Fig. 198). This bar A is hinged at its upper end to a pivot D (Fig. 198) and at its lower end to a pivot E (Fig. 198). The bar A may be moved up or down by means of a lever F (Fig. 198). When lever F is raised, bar A moves up; when lever F is lowered, bar A moves down. The second part of Burton's invention consists of two levers G (Fig. 198) and H (Fig. 198). These levers G and H are hinged at their upper ends to pivots I (Fig. 198) and J (Fig. 198), respectively. The levers G and H may be moved up or down by means of levers K (Fig. 198) and L (Fig. 198), respectively. The third part of Burton's invention consists of two levers M (Fig. 198) and N (Fig. 198). These levers M and N are hinged at their upper ends to pivots O (Fig. 198) and P (Fig. 198), respectively. The levers M and N may be moved up or down by means of levers Q (Fig. 198) and R (Fig. 198), respectively. When lever F is raised, bar A moves up; when lever F is lowered, bar A moves down. When levers G and H are moved up or down by means of levers K and L, respectively, bar A moves up or down. When levers M and N are moved up or down by means of levers Q and R, respectively, bar A moves up or down. When lever F is raised, bar A moves up; when lever F is lowered, bar A moves down. When levers G and H are moved up or down by means of levers K and L, respectively, bar A moves up or down. When levers M and N are moved up or down by means of levers Q and R, respectively, bar A moves up or down. When lever F is raised, bar A moves up; when lever F is lowered, bar A moves down. When levers G and H are moved up or down by means of levers K and L, respectively, bar A moves up or down. When levers M and N are moved up or down by means of levers Q and R, respectively, bar A moves up or down. When lever F is raised, bar A moves up; when lever F is lowered, bar A moves down. When levers G and H are moved up or down by means of levers K and L, respectively, bar A moves up or down. When levers M and N are moved up or down by means of levers Q and R, respectively, bar A moves up or down. When lever F is raised, bar A moves up; when lever F is lowered, bar A moves down. When levers G and H are moved up or down by means of levers K and L, respectively, bar A moves up or down. When levers M and N are moved up or down by means of levers Q and R, respectively, bar A moves up or down. When lever F is raised, bar A moves up; when lever F is lowered, bar A moves down. When levers G and H are moved up or down by means of levers K and L, respectively, bar A moves up or down. When levers M and N are moved up or down by means of leavers Q 80 ANEMOMETER. and is held down by the clamp e turning upon a pivot f, the clamp being secured by a bar g and pin h. The standing end of the support, having an eye formed in it, passes over the end b of the bob k, and is fastened to the frame with a screw. The lever a is pivoted at its end d, shown close k, and is made fast round the timber-head l. When it is required to let go the anchor, a hand-spoke is inserted between the thumb-nail and k, so as to lift the clamp e, and the bar g is cast off; then, upon pulling out the pin h, the anchor is released. The lever a is turned round by means of its pivot d by the weight of the anchor on the stopper, and the eye of the stopper slips off the end of the bob. Figs. 200 and 201 represent Mr. Spence's invention for letting go a shank-pointer. Fig. 200 is an elevation, showing how the lever a turns round by means of its pivot d, which is fixed in a plate porting the hook of a pin or pivot at d; a lever turning upon a centre j, the end b of which is brought into contact with the bob k; and a bar g being retained in the position shown in the plan by a pin y; a part of a chain forming the shank-pointer being attached to this pointer, and supported by the bolt b. To the other end of the chain is applied the running part of the shank-pointer, which is connected with another chain passing through a hole in the bob k. When it is required to let go the shank-pointer, an iron bar is inserted into the end c of the lever. 100 101 102 103 104 105 d', which is made hollow for the purpose, and the pin g being withdrawn, the lever is turned round its centre until the bolt is released from the hook k when it falls, and the chain-end of the shank-pointer slips off. See also Baroux and Lourmecour; for those used in other structures, see Docks, and Piles AND SUNKEN MACHINES. ANEMOMETER. An instrument for measuring the force of wind. Attention was first given to this subject about 1760, but no satisfactory instrument was produced till 1784. Since that time many others have been invented, some of them being very ingenious; but none have yet attained to perfection. The earliest form was one in which a glass tube was bent into a spiral shape, and kept in position by a spring or by a weight suspended by a cord wound round a conical spiral axis, which weighed down one end of it. This instrument was not very accurate, because it did not lie in one plane. A ball of air opening into a glass tube which was shaped like the letter T, and contained a fluid which by compression of the bag was forced down one leg and up the other was another contrivance for measuring wind velocity. In this case also there was no uniformity in pressure across the extremity of the tube against which it was in contact; so that when the wind might blow directly downwards or upwards, it would cause an error in measurement. It has been found that if we draw water from any point in a river or canal at different velocities by the height of the column of water raised by it. A gentle breeze, moving at the rate of nearly 4 miles an hour, raises a column of water one-fortiethth of an inch high, which is equivalent to a pressure of nearly 4 lb. per square foot. A strong breeze moving at nearly 30 miles an hour raises a column 1 inch high, with a pressure of nearly 3 lb. per square foot. A column of 8 inches im- pendent against such pressure would be raised 2 feet high; and starting from this point we find that at a violent hurricane moving 91 miles an hour, and starting a pressure on the square foot of 4 lb., like that mentioned above, we find that it would raise a column of water 23 feet high; while at 100 miles an hour it would raise a column of water 25 feet high; while at 125 miles an hour it would raise a column of water 26 feet high; while at 150 miles an hour it would raise a column of water 27 feet high; while at 200 miles an hour it would raise a column of water 28 feet high; while at 250 miles an hour it would raise a column of water 29 feet high; while at 300 miles an hour it would raise a column of water 30 feet high; while at 350 miles an hour it would raise a column of water 31 feet high; while at 400 miles an hour it would raise a column of water 32 feet high; while at 450 miles an hour it would raise a column of water 33 feet high; while at 500 miles an hour it would raise a column of water 34 feet high; while at 550 miles an hour it would raise a column of water 35 feet high; while at 600 miles an hour it would raise a column of water 36 feet high; while at 650 miles an hour it would raise a column of water 37 feet high; while at 700 miles an hour it would raise a column of water 38 feet high; while at 750 miles an hour it would raise a column of water 39 feet high; while at 800 miles an hour it would raise a column of water 40 feet high; while at 850 miles an hour it would raise a column of water 41 feet high; while at 900 miles an hour it would raise a column of water 42 feet high; while at 950 miles an hour it would raise a column of water 43 feet high; while at 1000 miles an hour it would raise a column of water 44 feet high; while at 1100 miles an hour it would raise a column of water 45 feet high; while at 1200 miles an hour it would raise a column of water 46 feet high; while at 1300 miles an hour it would raise a column of water 47 feet high; while at 1400 miles an hour it would raise a column of water 48 feet high; while at 1500 miles an hour it would raise a column of water 49 feet high; while at 1600 miles an hour it would raise a column of water 50 feet high; while at 1700 miles an hour it would raise a column of water 51 feet high; while at 1800 miles an hour it would raise a column of water 52 feet high; while at 1900 miles an hour it would raise a column of water 53 feet high; while at 2000 miles an hour it would raise a column of water 54 feet high; while at 2100 miles an hour it would raise a column of water 55 feet high; while at 2200 miles an hour it would raise a column of water 56 feet high; while at 2300 miles an hour it would raise a column of water 57 feet high; while at 2400 miles an hour it would raise a column of water 58 feet high; while at 2500 miles an hour it would raise a column of water 59 feet high; while at 2600 miles an hour it would raise a column of water 60 feet high; while at 2700 miles an hour it would raise a column of water ANIMAL STRENGTH. 81 windmill fly, the axis of which by perpetual screws and toothed wheels is connected with the rotator- ing pencil. In Wheaton's instrument the windmill with its wheels and vanes is on a horizontal plate, which revolves on the top of a vertical cylinder. The pencil is attached to a little block of wood or an inclined plane, so that when the wind blows upon the vanes, the pencil is carried up the incline of the cylin- der, all which revolve around the cylinder as the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. By this means, whether the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. By this means, whether the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. By this means, whether the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. By this means, whether the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. By this means, whether the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. By this means, whether the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. By this means, whether the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. By this means, whether the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. By this means, whether the wind blows gently or strongly, this screw turns slowly or fast, and causes the pencil down the cylinder at the same time that the wind changes. A straight rod also goes through the pencil and is connected with the frame of the instrument, so that when The instrument now in use in America for measuring winds is called Robbmann's anemome- ter (fig. 3). It consists of two arms each having a point at one end which are joined together by a bar, running from a central point, at which it is a ver- tical line parallel to itself. The other ends of these arms are bent outwards in such manner that they are always directed towards each other. When a body moves in any direction whatever, one arm will be pressed upon one side while another arm will be pressed upon another side. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal is set in motion and exerts its strength against any obstacle then he force of animal power is greater than when it is set in motion without resistance. When an animal It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. Huxley (see "The Power over Land") that animals can move forward more easily under certain conditions than under others. For example, It has been found by experiments made by Mr. 6 # 89 ANIMAL STRENGTH **MANNER OF APPLICATION.** | Power. | Velocity per Second. | Weight Raised. | Time. | Man-Four Period. | |---|---|---|---|---| | Lbs. | Pcs. | lbs. | Lbs. | No. | **10 Hours Per Day.** Man throwing earth with a shovel at a height of 3 feet. Man wheeling a load of 50 pounds up a hill at a height one foot high in a second, or 10 hours per day. Man moving and pitching earth with a shovel at a horizontal elevation of 6 inches. Man pushing and drawing alternately in a vertical direction. Man drawing a load of 50 pounds on a level road. Man walking upon a level road. Man walking with a loaded cartage at a walk. Man with a loaded cartage at a trot. Man drawing a loaded wagon and returning unloaded at a trot. Man drawing a loaded wagon at a walk. **8 Hours Per Day.** Man ascending a slope. Man walking and pulling or drawing in a horizontal direction. Man drawing a load of 50 pounds on a level road. Man upon a tread mill. Man upon an incline plane. Man upon revolving platforms at a walk. On, under, over, and through obstacles. Man, etc. **7 Hours Per Day.** Man walking with a loaded cartage. **8 Hours Per Day.** Man transporting a weight upon his back and returning unburdened. Man transporting a weight upon his back up a slight elevation. Man walking with the weight to the hands. **6 Hours Per Day.** Horse upon a treadmill at 2 miles per hour, or 214 miles per day. Trained postilions have, however, greatly exceeded this; 100 miles per day being common; 150 miles per day is not uncommon; 200 miles per day is sometimes attained; 250 miles per hour (by a young woman), and 300 miles in 6 days. Among other exceptional feats of strength which may be mentioned, are the swimming of the English Channel from Dover to Calais in substance, 28 miles in 14 hours; the crossing of the English Channel from Dover to Calais in substance, 28 miles in 14 hours and 45 minutes. Again Bockwitz, a young girl, swam 4 miles in 1 hour and 2 minutes. In fact, both men and women can swim more than they can run or walk; but the former are generally superior to the latter in this respect. A man has lifted 5300 lbs., or harnessed, and 1230 lbs., by the hands alone. A dumb-bell weighing two hundred pounds was lifted by one man in England; another man lifted three hundred pounds by the hands alone; and still another man lifted four hundred pounds by the hands alone. One of these men has lifted five hundred pounds by the hands alone; another has lifted six hundred pounds by the hands alone; and still another man has lifted seven hundred pounds by the hands alone. The above cases are all instances of great muscular power, but they are exceptions rather than the rule. Such cases are rare among men, but very common among women. The muscles of the human body are adapted for various purposes; some for locomotion, others for support, others for resistance against force, others for exertion of force, others for respiration, others for digestion, others for excretion, others for reproduction, others for maintenance of life, others for reproduction of life, etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., etc., and Dr. Burgh further observes that, during the first half of the six month course at the school, the increase of power was most markedly noted. **Human Strength...** ANNEALING. To Dr. Hussey's studies upon this body of trained gymnasts may be added those of Mr. English Fox, who for a long period has been observing the effects which methodical physical exercise produces in certain invalids, and in a large number of people of various calling, notably artists, literary and busi- ness men, and others who have been accustomed to lead a sedentary life. His results are recorded in the "Gymnastic Magazine" and in the "Medical Journal," and are also published in the "London Medical Gazette." The author of these works is a graduate of the Pneumatic School. By means of a series of ingenious mechanical apparatus, and by a course of instruction wholly different from that of Dr. Hussey, Mr. Fox reaches precisely the same results. In some cases he has found that the muscles have become so atrophied that they could not perform any work, and yet the augmentation of pulmonary capacity. Three operative singers, who were rigorously trained for two years, after which time they had lost their voices, were able to sing with perfect power. In other cases, how- ever, therefore, that Dr. Hussey's results may be considered in the light of a general law. A man who is able to lift 100 pounds with one hand can easily lift 500 pounds with both hands; but his muscular strength, that is the coefficient of muscular power per square centimeter section of muscle is a quality which varies greatly with different muscles, and with the same muscle at different times; so that while one muscle may be capable of lifting 100 pounds with one hand, another muscle may be capable of lifting 500 pounds with both hands. The muscles which are called into action have not the same contracting power as those which are daily used. Now it is evident that when we consider the force exerted on a lever at different velocities, average strength is capable of performing at different velocities on canals, railways, and turnpikes:
Weight Length Width
of Anchor of Cable of Cable
100 67 40
150 73 40
200 80 40
250 87 40
300 94 40
350 101 40
400 108 40
450 115 40
500 122 40
550 129 40
600 136 40
650 143 40
700 150 40
750 157 40
800 164 40
850 171 40
VELOCITY PER HOUR DURATION OF WORK. DURABLE POWER FOR 1 DAY.
On a Canal. On a Rail-road. On a Turnpike.
Mins. Hours. Tons. Tons. Tons.
10 11.5 889 119 14
4 4.5 382 72 9
6 2.5 230 41 5.1
8 1.25 12.6 24 4.5
10 0.5 6.8 16 3.5
The actual labor performed by horses may be greater; but it is apt to injure them. The ordinary use of a horse is to draw a cart or wagon; but it is possible to make him do much more useful work than that. For instance, Mr. Hau- sif's " Engineers and Mechanics" Pocket-book, 2d edition, 1876. For relatively cost of horse labor on steam locomotives as compared with that of road locomotives, see Locomotive. ANVILS AND CARRIERS.--The anvil is a machine for separating ores of metal from each other; and for reducing them to a suitable form for smelting. The anvil is usually made of cast iron or steel; and its surface is covered with hard stone or metal plates. The anvil is placed on a foundation of stone or brick; and over it is laid a layer of sand or clay. When the ore is to be reduced to a powder, it is placed in the anvil; and then it is struck with hammers or mallets until it becomes powdered. AVAIL THE FURER AND CARRIERS.--The furer is a machine for conveying water principally for the supply of cities for de- mocratic purposes, or for irrigation of tracts of land, or for extending the water-way of canals over riv- ers and valleys. In the following article only an account of the first class are treated; the others are omitted because they are not so important as those mentioned above. The furer consists essentially of two parts: (a) A vessel for carrying water; (b) A vessel for conveying the water to places where it is required. The furer is usually constructed in such a way that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that the vessel in which the water is conveyed may be raised or lowered according to circumstances; and that 84 AQUEDUCT. Aqueduct of Arles. Pont du Gard, Nimes. Rudest example of Roman work, and contrasts strongly with the bridge of the Aqueduct of Nimes, or Pont de la Gardie, which is only 30 feet high. The present bridge over the river Gard by a triple row of arches, the first six having a span of 60 feet each; above these Bridge over the River Gard, near Lyon. Old London Bridge, later. were 13 similar ones; while the upper row was composed of 38 smaller arches, arranged as in the illustration, the whole forming one of the finest examples of Roman architecture. Aqueduct Data.--The following table shows the dimensions of the Pont du Gard, from "The Water-Work Engineering," gives the principal data respecting several well-known masonry conduits: **Table showing Dimensions, etc., of Aqueducts.** | LOCALITY. | Width | Height | Depth of Water | Velocity of Flow | Daily Delivery | Total Daily Capacity. | |---|---|---|---|---|---|---| | Cottinette, Boston. | 7.5 | 147 | 1.08 | 1.08 | 15,000,000 | $15,000,000 | | Cotton, New York. | 7.5 | 147 | 1.08 | 1.08 | 15,000,000 | $15,000,000 | | Brooklyn, N. Y. D. C. | 7.5 | 147 | 1.08 | 1.08 | 15,000,000 | $15,000,000 | | Sudbury, Boston. | 7.5 | 147 | 1.08 | 1.08 | 15,000,000 | $15,000,000 | | Williamsburg. | Lock Landing, Glasgow. | 7.5 | 147 | 1.267 | 1.267 | $126,667 | | United States (New York). | 7.5 | 147 | 1.267 | 1.267 | $126,667 | | Vienna... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... | Vienna... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . | Vienna... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... .... ... | Pont du Gard, Nimes. | 7.5 | 147 | 1.267 | 1.267 | $126,667 | | Pont du Gard, Lyon. | The Cottinette is peculiar.--The following description of the Cotton Aqueduct gives many of the details of aqueduct construction. This great work was begun in 1857 and completed in 1864; at a total cost of $13,800,000; its length from its source at Cotton River to the reservoir in New York is **AQUEDUCT.** 65 miles, 83 miles of which distance is in both of stone, brick, and cement, arched above and below, has a capacity for discharging about 100,000,000 gallons per day. The Croton River rises in Putnam County, New York. At the spot where the first dam was constructed the surface-water was about 10 feet deep. The river is 17 miles wide at this point. It is a tributary of the Hudson River, one of the great rivers of New York. The effect of the dam was to set back the water about six miles, forming the reservoir, which has an area of 12 square miles and a depth of 15 feet. This reservoir is situated on the north bank of the river, down to the points where the water would cease to flow into the aqueduct, to extend at 600,000,000 gallons per day. The reservoir is connected with the city by a pipe-line of 12 inches diameter, extending from the reservoir to the city. In case of extreme drought, in case of necessity, several large lakes may be turned into the stor or aqueduct. The following table shows the various lengths and inclinations of the conduit:
Lengths and inclinations. Drawings in Drawings in Falls in Per Cent.
From the date to the meeting of the general instruction. 24490 26,380 1.00%
From the date to the meeting of the general instruction (the water being between 18 feet and 19 feet) but not less than 18 feet. 24490 26,380 1.00%
From the date to the meeting of the general instruction (the water being between 18 feet and 19 feet) but not less than 18 feet. 24490 26,380 1.00%
The water being over 19 feet high (the water being between 24 feet and 25 feet). 27576 29,560 1.5%
The water being over 25 feet high (the water being between 34 feet and 35 feet). 27576 29,560 1.5%
The water being over 35 feet high (the water being between 44 feet and 45 feet). 27576 29,560 1.5%
The water being over 45 feet high (the water being between 54 feet and 55 feet). 27576 29,560 1.5%
The water being over 55 feet high (the water being between 64 feet and 65 feet). 27576 29,560 1.5%
The water being over 65 feet high (the water being between 74 feet and 75 feet). 27576 29,560 1.5%
The water being over 75 feet high (the water being between 84 feet and 85 feet). 27576 29,560 1.5%
The water being over 85 feet high (the water being between 94 feet and 95 feet). 27576 29,560 1.5%
The water being over 95 feet high (the water being between 104 feet and 105 feet). 27576 29,560 1.5%
The water being over 105 feet high (the water being between 114 feet and 115 feet). 27576 29,560 1.5%
The water being over 114 feet high (the water being between 124 feet and 125 feet). 27576 29,560 1.5%
The water being over 124 feet high (the water being between 134 feet and 135 feet). 27576 29,560 1.5%
The water being over 134 feet high (the water being between 144 feet and 145 feet). 27576 29,560 1.5%
The water being over 144 feet high (the water being between 154 feet and 155 feet).
Table Data:
Description & Inclinations.Drawing No.Drawing No.Falls in Per Cent.
From the date to the meeting of the general instruction.
From the date to the meeting of the general instruction (the water being between 18 feet and 19 feet) but not less than 18 feet.
From the date to the meeting of the general instruction (the water being between 18 feet and 19 feet) but not less than 18 foot.
The water being over 19 feet high (the water being between 24 feet and 25 feet).
The water being over 25 feet high (the water being between 34 feet and 35 feet).
The water being over 35 feet high (the water being between 44 feet and 45 feet).
The water being over 45 feet high (the water being between 54 feet and 55 feet).
The water being over 55 feet high (the water being between 64 feet and 65 feet).
The water being over 65 feet high (the water being between 74 feet and 75 foot).
The water being over 75 feet high (the water being between 84 feet and 85 foot).
The water being over 85 feets high (the water being between 94 feets and 95 foot).
The water being over 95 feets high (the water being between feets)
Construction of Aqueduct-Conduit—Whereas the majority of the aqueduct is cut in level ground or silicicla, a course of concrete $8$ inches high is laid under the whole extent of masonry, under the arches or vaults; that is to say, under all parts of the masonry which are above ground level; these courses are not used in loose ground or where the deposited ground made foundation-walls necessary; the concrete wall was put $8$ inches thick, as broad as the width of the arching; but under the sidewalks or floors they were put $8$ inches thick only; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses are not used in loose ground or where no foundation-walls are necessary; that is to say, under all parts of the masonry which are below ground level; these courses Aqueduct Table Data:
Description & Inclinations.Drawing No.Drawing No.Falls in Per Cent.
From the date to the meeting of the general instruction.
From the date to the meeting of the general instruction (the water being between $8$ inches and $8$ inches) but not less than $8$ inches.
Aqueduct Table Data:
Description & Inclinations.Drawing No.Drawing No.Falls in Per Cent.
From the date to the meeting of the general instruction (the water being between $8$ inches and $8$ inches) but not less than $8$ inches.
Aqueduct Table Data:
Description & Inclinations.Drawing No.Drawing No.Falls in Per Cent.
From the date to the meeting of the general instruction (the water being between $8$ inches and $8$ inches) but not less than $8$ inches.
Aqueduct Table Data:
Description & Inclinations.Drawing No.Drawing No.Falls in Per Cent.
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86 AQUEDUCT. A top-down view of a building with a sloped roof and multiple windows. The building is surrounded by a stone wall.A side view of the same building, showing the interior layout with various rooms and passages.A plan view of the building's layout, showing the arrangement of rooms and passages. The bottom right corner shows a close-up of a door or entrance.A diagram showing the flow of water through an aqueduct. The diagram includes arrows indicating the direction of water flow and labels for different sections of the aqueduct. AQUEDUCT. offering such foundations throughout. As shown in Fig. 305, the channel of the aqueduct is widened, and the water runs through an arch in the bulwark e, then passes the across-frames, a set of guard-gates, and a set of regulating-gates. The screen, formed of oak plate 6 inches by 7, allowed a passage of 8 feet wide, is placed at the entrance to the arches. In order to prevent the water from being drawn out of the arches by the wind, a fan-beating was put over the screens, through which only very small mail could pass; to prevent the water from running down into the arches, a small pipe was inserted in each arch, and connected with a pipe leading to the outside. To prevent the water from being drawn up by the current of air, the width of the water-way is reduced to the general width of the aqueduct by an open curve, in order to equalize the pressure on both sides of the aqueduct. The guard-gates with their frames are of cast-iron. The regulating-gates with their frames are of cast-iron, in order to obtain a superior tightness. The caps f / Fig. 305, are secured upon the top of g p g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg gg ggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggggg The line of the aqueduct follows the left bank of the Cretton River for 5 miles, passes through several low wooded hills, and then descends to a level plain. The first part of this line is carried on a foundation as thick as 8 feet was required. The abutments-walls of this bridge are 20 feet thick, on solid rock, and consist of two courses of stone laid on edge, and one course of stone laid on angle; and 1 foot in depth; the keystone; and granite and gravel for it was cut with such accuracy, not allowing the joints to be over 1 inch apart. The spandrels were carried out side by side, and were filled with sand and gravel; and they reach down through two courses of stone, and there they are seen; some of them are covered so as to form a kind of roof over them; and they are filled with sand and gravel. The abutments-walls are carried up to their places and prevented their lifting. The masonry in all parts of the gateway is of rough stone in hydraulic mortar, faced with well-hammered stones; the partitions between the gates are of oak plates 6 inches by 7 inches. The line of the aqueduct follows the left bank of the Cretton River for 5 miles, passes through several low wooded hills, and then descends to a level plain. The first part of this line is carried on a foundation as thick as 8 feet was required. The abutments-walls of this bridge are 20 feet thick, on solid rock, and consist of two courses of stone laid on edge, and one course of stone laid on angle; and 1 foot in depth; the keystone; and granite and gravel for it was cut with such accuracy, not allowing the joints to be over 1 inch apart. The spandrels were carried out side by side, and were filled with sand and gravel; and they reach down through two courses of stone, and there they are seen; some of them are covered so as to form a kind of roof over them; and they are filled with sand and gravel. The abutments-walls are carried up to their places and prevented their lifting. The masonry in all parts of the gateway is of rough stone in hydraulic mortar, faced with well-hammered stones; the partitions between the gates are of oak plates 6 inches by 7 inches. The line of the aqueduct follows the left bank of the Cretton River for 5 miles, passes through several low wooded hills, and then descends to a level plain. The first part of this line is carried on a foundation as thick as 8 feet was required. The abutments-walls of this bridge are 20 feet thick, on solid rock, and consist of two courses of stone laid on edge, and one course of stone laid on angle; and 1 foot in depth; the keystone; and granite and gravel for it was cut with such accuracy, not allowing the joints to be over 1 inch apart. The spandrels were carried out side by side, and were filled with sand and gravel; and they reach down through two courses of stone, and there they are seen; some of them are covered so as to form a kind of roof over them; and they are filled with sand and gravel. The abutments-walls are carried up to their places and prevented their lifting. The masonry in all parts of the gateway is of rough stone in hydraulic mortar, faced with well-hammered stones; the partitions between the gates are of oak plates 6 inches by 7 inches. The line of the aqueduct follows the left bank of the Cretton River for 5 miles, passes through several low wooded hills, and then descends to a level plain. The first part of this line is carried on a foundation as thick as 8 feet was required. The abutments-walls of this bridge are 20 feet thick, on solid rock, and consist of two courses of stone laid on edge, and one course of stone laid on angle; and 1 foot in depth; the keystone; and granite and gravel for it was cut with such accuracy, not allowing the joints to be over 1 inch apart. The spandrels were carried out side by side, and were filled with sand and gravel; and they reach down through two courses of stone, and there they are seen; some of them are covered so as to form a kind of roof over them; and they are filled with sand and gravel. The abutments-walls are carried up to their places and prevented their lifting. The masonry in all parts of the gateway is of rough stone in hydraulic mortar, faced with well-hammered stones; the partitions between the gates are of oak plates 6 inches by 7 inches. The line of the aqueduct follows the left bank of the Cretton River for 5 miles, passes through several low wooded hills, and then descends to a level plain. The first part of this line is carried on a foundation as thick as 8 feet was required. The abutments-walls of this bridge are 20 feet thick, on solid rock, and consist of two courses of stone laid on edge, and one course of stone laid on angle; and 1 foot in depth; the keystone; and granite and gravel for it was cut with such accuracy, not allowing the joints to be over 1 inch apart. The spandrels were carried out side by side, and were filled with sand and gravel; and they reach down through two courses of stone, and there they are seen; some of them are covered so as to form a kind of roof over them; and they are filled with sand and gravel. The abutments-walls are carried up to their places and prevented their lifting. The masonry in all parts of the gateway is of rough stone in hydraulic mortar, faced with well-hammered stones; the partitions between the gates are of oak plates 6 inches by 7 inches. The line of the aqueduct follows the left bank of the Cretton River for 5 miles, passes through several low wooded hills, and then descends to a level plain. The first part of this line is carried on a foundation as thick as 8 feet was required. The abutments-walls of this bridge are 20 feet thick, on solid rock, and consist of two courses of stone laid on edge, and one course of stone laid on angle; and 1 foot in depth; the keystone; and granite and gravel for it was cut with such accuracy, not allowing the joints to be over 1 inch apart. The spandrels were carried out side by side, and were filled with sand and gravel; and they reach down through two courses of stone, and there they are seen; some of them are covered so as to form a kind of roof over them; and they are filled with sand and gravel. The abutments-walls are carried up to their places and prevented their lifting. The masonry in all parts of the gateway is of rough stone in hydraulic mortar, faced with well-hammered stones; the partitions between the gates are of oak plates 6 inches by 7 inches. The line of the aqueduct follows the left bank of the Cretton River for 5 miles, passes through several low wooded hills, and then descends to a level plain. The first part of this line is carried on a foundation as thick as 8 feet was required. The abutments-walls of this bridge are 20 feet thick, on solid rock, and consist of two courses of stone laid on edge, and one course 88 AQUEDUCT. A diagram showing a stone arch bridge with a central tower and two side towers. The central tower has a circular opening at the top.805A section of a brick wall with a circular opening in the center. The opening is surrounded by bricks and has a circular label with the number 300.806A diagram showing a stone arch bridge with a central tower and two side towers. The central tower has a circular opening at the top.811A section of a brick wall with a circular opening in the center. The opening is surrounded by bricks and has a circular label with the number 312.812A section of a brick wall with a circular opening in the center. The opening is surrounded by bricks and has a circular label with the number 314.814A section of a brick wall with a circular opening in the center. The opening is surrounded by bricks and has a circular label with the number 315.815A section of a brick wall with a circular opening in the center. The opening is surrounded by bricks and has a circular label with the number 316.816 Note: 1 inch = 12 feet. AQUEDUCT. 89A detailed architectural drawing of an aqueduct, showing various sections and components such as arches, columns, and structural elements. The drawing includes labels and measurements indicating different parts of the structure.90 **AQUEDUCT.** place e. Over the entire structure a stone building is erected, arched with bricks, and covered with thick graywacke slate. The effluent-gate A, Fig. 217, at the island-extremity of the bridge, is of the same structure as the gate B, Fig. 216, and is connected by a pipe with the outlet of the siphon, and discharges it again into the aqueduct. From the bridge the aqueduct passes through Manhattan Valley and through Manhattan Hill tunnel, the length of the whole line--worked 1,215 feet through rock. The receiving reservoir, located in the middle of New York City, in Central Park, has a water-surface of 81 acres. Distribution of the water throughout the city is effected through about 400 miles of cast-iron pipes. A storage-reservoir has been constructed at Boy's Cor- nery, on the west branch of the Croton, 23 miles from the Croton Dam. It has a water-surface of 278 acres. The Aqueduct of the Lower Hudson Water-Works, which conducts water into the city of Glasgow, is 54 miles in length, has an inclination of 1 in 6,000, and is capable of passing 50,000,000 gallons daily. A diagram showing a cross-section of an aqueduct structure.A diagram showing a plan view of an aqueduct structure.A diagram showing a longitudinal section of an aqueduct structure.A diagram showing a plan view of an aqueduct structure.A diagram showing a longitudinal section of an aqueduct structure. **AQUEDUCT.** The valleys of Duchrey, Endrick, and Hiarne, &c., Fig. 235, aggregating 28 miles in length, are crossed by manured siphon-pipes 48 inches in diameter, with a mean fall of 1 in 1000 between their junctions. The siphons are connected with the main aqueduct by means of the following tunnels: - Montauban Tunnel, 1 mile; Béziers Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Montpellier Tunnel, 1 mile; Mon 92 ARCHES. cover an area of about 91 statute acres, and consists of two stories, of which the lower one is 5.5 metres high, and has a capacity of 44,000,000 gallons, while the upper story is 8.10 metres high, and has a storage capacity of 36,000,000 gallons. The Virginia City (Nevada) Aqueduct.—The iron pipe which carries the water-supply to Virginia City and Gold Hill, Nevada, from Mariette Lake, probably sustains the greatest natural water-pressure in the world. The water is conveyed by means of a series of pipes, each of which is 12 inches in diameter, taking begins at an elevation of 1,885 feet above the track of the Virginia and Truckee Railroad, and, following by an exactly course the crest of the spur from which it starts, crosses the valley and A diagram showing the profile of the Virginia City Aqueduct. * * * gradually ascends to its outlet end, making the entire length 37,100 feet. The average diameter of the pipe is 114 inches, and the entire weight amounts to 700 tons. The pressure gradually decreases as the ground rises until it reaches a point where it is equal to that of atmospheric pressure. At this point there is an elevation of 1,885 feet above the track of the Virginia and Truckee Railroad. Fig. 281 will convey an idea of the country over which this undertaking was carried out, as it shows a profile of the pipe. One hundred and twenty-five miles of pipe are used in this aqueduct, every two lengths of pipe being 36 feet long. A section through one such length is shown in Fig. 282. The outer surface of the pipe is covered with a layer of lead about three-eighths of an inch thick. This layer is applied by means of a machine called a "lead-roller," which is shown in Fig. 283. The lead-roller consists essentially of a cylinder having on its outside a spiral groove into which a piece of lead is forced by a spring. The lead-roller is placed on top of the pipe and revolves slowly around it. As it revolves, it forces the lead into the spiral groove on the outside of the pipe. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve is kept wide open; when it is off, the valve is shut. When the water is on, the valve **ARBOR.** 93 are called arches, or arches. The first course on each side are termed springers, which rest on the impost or abutments. In case of a segmental arch, the courses beneath the springers are called abutments. The extreme width between springers is called the span of the arch, and the versed sine of this distance is called the rise of the arch. The vertical distance between the crown and the centre course of courses is termed the key-course. The side portions of arches between the springing and the crown are termed keystone, or flanks. All arches should be well sustained by backing on A diagram showing various types of arches. A - Segmental arch B - Semi-circular arch C - Segmental arch with a central column D - Three-centre arch E - Parabolic arch F - Pointed arch G - Straight arch H - Curved arch I - Segmental arch with a central column J - Three-centre arch with a central column K - Segmental arch with a central column and a pointed arch L - Segmental arch with a central column and a curved arch M - Segmental arch with a central column and a straight arch N - Segmental arch with a central column and a curved arch the keystone, called ground-backing. The line of intersection of arches cutting across each other is termed an intersection. The line of intersection of two planes at right angles to each other is termed a tangent plane. The line of intersection of three planes at right angles to each other is termed a triplint arc; B, three-centre arc; E, parabolic arc; F, pointed arc; G, straight arc; H, curved arc; J, curved arc; K, trunnion arc; M, relieving arc; N, inverted arc. ARCHITECTURAL SCREW. This consists of a screw-blade turned around a solid axis, similar to a screw-worm. When placed in an inclined position with the lower end resting against some support, and the upper end between the screw-blades, and the cylinder being turned round by hand, water will be raised and discharged at the upper end. This apparatus may be usefully employed in raising water to a height of 10 feet or more. By its aid one man may raise 40 gallons of water in 10 minutes. It is much more serviceable than work than can generally be done with hand- pumps, pumps, etc., for raising water. ARCHITECTURE. In carpentry, border fixed around the opening of doorways or windows for ornamentation. When the base of the architecture is not of equal thickness throughout, but frame and plastering. When the base of the architecture is not of equal thickness throughout, but frame and plastering. When the base of the architecture is not of equal thickness throughout, but frame and plastering. When the base of the architecture is not of equal thickness throughout, but frame and plastering. **ARMATURE.** See Massier. ARMING-PRESS. ARMING- PRESS. A machine used for embossing the back and sides of the cover of a book. ARMOR. The metal covering which protects the body of a man or animal, how- best to protect them against the effects of the shock of the blows projected which, thrown with an extraordinary energy from heavy guns or large calibers, will have to be resisted in future naval engagements by the armor-plates of the vessels engaged. The armor-plates are made of steel cylinders. Up to 1804, experiments which involved the testing of plates ranging from a quarter of an inch to two inches in thickness, showed that the best material was iron, but that it was not sufficient to the best hammered iron, has such great advantages as to cost, if used in simple forms, so as to justify its use where lightness is not of extreme importance; 3. In plate or bars of ordinary dimensions, the resistance offered by the metal is greater than that offered by any other material; 4. The strength of the bars or plates; 5. Rigid backing is immensely superior to elastic backing, so far as the endurance of the front is concerned; 6. The greater the mass and the fewer the joints, the stronger the structure, so long as the length is not increased; 7. The greater the number of plates, the more difficult it becomes to make cable and safe; 8. The quality necessary in an armor-plate are sometimes combined with toughness, or better expressed by the word ductility. Apparently, the power and better the iron is, the more this quality is lost; 9. The greater the mass of iron used in a plate, the less its resistance to bending; The presence of either sulphur or phosphorus in the fuel is specially to be guarded against, as pro- duction of these substances is very expensive, and their cost may be as high as 10 per cent. In 1804, Sir William Fairbairn, then a member of Parliament for Southwark, submitted to His Majesty's Government, to determine by relative penetrating effects of two shot on an iron plate, provided they struck with the same work energy, notwithstanding one may be heavy with a low velocity, and the other light with a high velocity, from that point of view, he found that a heavy shot would penetrate deeper than a light one. An unobscured wroughtiron plate will be penetrated with equal facility by solid steel shot of similar form as that of a shell or round shot; but whether this result arise from the effect of a heavy shot and low velocity or a light shot and high velocity, it is impossible to say. It appears that when a shot strikes an iron plate at right angles, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when it strikes at an angle, it will be penetrated by a solid steel shot at all points except those near its edges; but when它击中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时,它将被穿透的深度取决于其角度;但当它以角射中时, A detailed illustration of the Armstrong-Hutson gun, showing its internal components and structure. THE ARMSTRONG HUTSON GUN. 1 ARMOR. 95 The projectiles fired with an energy of 320 foot-pounds per inch of circumference, fired separately as well as simultaneously and converging, naturally produced effects very similar to those fired against the heavier armor plate. The results obtained by the use of the 105-ton gun, which were brief, as has been already stated, with a velocity representing an average of 180 inches per second, were decidedly more favorable than those obtained by the use of the 6-inch gun, according to Noyes, easily paralleled by the projectile endowed with such a striking force, and they were accompanied by a much greater effect upon the ship's structure. The first shot from the 105-ton gun, possessing a velocity of 180 inches per second, was fired at a distance of 100 yards from the ship's side, and required only 575 foot-pounds per inch to penetrate it; while the shot from the 105-ton gun, possessing a velocity of 160 inches per second, penetrated the ship's side at a distance of 100 yards without any damage to the ship's structure. The first shot from the 6-inch gun, on the other hand, the unexcelled steel plate, and the second one that had been injured by previous rounds, both completely mangled the projection from the 105-ton gun, and thus preserved the inner wall of the ship. The results of these experiments show that the penetration of a projectile into a ship's side is less than the original plate, and which, moreover, was only hanging to the baulking, never underboiled the original plate. The second shot from the 6-inch gun, which was fired at a distance of 100 yards from the ship's side, penetrated through a round from a 9-inch caliber gun, with a striking force of projectile of 162 foot-pounds per inch of circumferen- ce; it was followed by another shot from this same gun, which penetrated through a round from a 170 pounds for each projectile, and one round from the 105-ton gun. After sustaining these three rounds, the backing was quite preserved without the skin of the ship sustaining serious injury. The second shot from the 6-inch gun penetrated through a round from a 9-inch caliber gun. This iron back laterally, and destroyed by the vibration produced, the welding between the layers of iron during its passage through the plate. The third shot from this same gun penetrated through a round from a 9-inch caliber gun. It would appear that this is not so far off what can only be considered as a series of plates in close juxtaposition, but with no overlapping. Steel plates, which are constructed of a compact metal, are homogeneous, of an equal and con- stant resistance in all directions, and present quite a different nature of resistance to the point head of projectiles than do wrought-iron plates. In fact, when a projectile strikes such a plate it does not bend as if there is no throw back; it is broken up, and tends to act like a wedge. In consequence of this action of such plates on projectiles they are capable of resisting considerable blows; but thanks to the uniform composition of the metal of the plate, the penetrating effects of the projectile are somewhat limited. Wrought-iron plates are composed of two layers or sheets separated by some fur- mable substance; and it would therefore appear that steel alone is capable of opposing hard blows to works of these tremendous dimensions. The targets used in these experiments are shown in Figs. 240-243 the plates being mounted on framing repre- senting that of the Dullius and the Dandolo. Figs. 240 and 241 are front elevations showing the two wrought-iron plates of Cunniell and Marell respectively. The plate shown in Fig. 241 is about 1 feet 8 inches long by 4 feet 7 inches deep, and 23 inches thick. In the target constructed of the steel plates of Monna Schreiber, the upper plate was 11 feet 6 inches and the lower one 10 feet 9 inches long, and each was 4 feet deep and 23 inches thick. The lower plate was made up entirely of horizontal timbers behind which were placed vertical timbers; then another of Marell's plates 10 inches thick; and then the vertical wood back and skin. The lower part was made up entirely of horizontal timbers behind which were placed vertical timbers; then another of Marell's plates 10 inches thick; and then again horizontal timbers behind which were placed vertical timbers; behind which was again horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear vertical timbers and skin. Above this was placed another layer of horizontal timbers behind which were placed vertical timbers; then another layer of horizontal timber plate; and to its rear verticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontaltimberbehindwhichwereplacedverticaltimersthenanotherlayerofhorizontaltimberplateandtoitsrearverticaltimersandskin.Abovethiswasplacedanotherlayerofhorizontalsimilarly arranged as before. Sections of the targets shown in Fig. 241 are given in Fig. 242, and in each case it will be seen that the targets are further 96 ARMOR. backed by framing representing that of the ships, the deck-beams, however, being bent downwards toward the ground, and their ends being well strutted. Wrought-iron stringers were also introduced in the timber building. It will be seen from the Sparta trials that steel may stop shot which would penetrate iron. At the same time, it is much more liable to be destroyed by splintering, and to map its holes. The state- ment made by Mr. H. C. Pritchard, Esq., that "the steel plate is not so liable to be damaged by shot as when it would penetrate iron, because the steel, by transmitting the shock through its mass, absorbs the shock before it reaches the plate," is not correct. The steel plate is not only more liable to be damaged by shot than iron, but it receives the whole work at the immediate locality of the point of impact, and so must yield more easily. In order to keep intact the steel protection when the plate becomes disintegrated grad- ually under the action of shot, a new form of armor-plating has been proposed, into which the holes would hold. With such a plate, it would be possible to place a large number of plates on a small area without fear of wrought-iron plates of great width and extent has been proposed, into which the holes would hold, with much less danger of damage from shot than with wrought-iron plates. This new form of plate might then take place without serious displacement of fragments. Tests of plates constructed in the manner proposed have shown that they are capable of withstanding considerable force without plating iron behind the steel. The "compound plate" tested by the Admiralty (Portsmouth, 1877) was of four types: 1. Cannetel's subterranean plate of plain steel, containing 18 per cent. of carbon; 2. A wrought-iron plate containing 0.5 per cent. of carbon; 3. A wrought-iron plate (con- taining 0.5 per cent. of carbon) with a layer of wrought-iron plates (containing 0.5 per cent. of carbon) (loading 30 feet range) was well tolerated. 4. A combined iron and steel plate, composed of 100 inches square of wrought-iron plates (containing 0.5 per cent. of carbon), and 1 inch thick steel plate. A similar combination was tried with a layer of wrought-iron plates (containing 0.5 per cent. of carbon) between two layers of wrought-iron plates (containing 0.5 per cent. of carbon). The steel armor-plates were inserted, crushed under the impact, the planks tending to produce this effect. It may be added that the whole question of armor-plating is (1878) undergoing revision, and that on comparison with wrought-iron armor-plating, it appears that steel armor-plating is superior. The only exit gang in attempts towards its solution has virtually narrowed itself down to whether it were better to use a single layer or two layers of armor-plating. It is probable that a single layer of steel armour, which successfully resists the penetration of the shot, but is itself broken up. The armor-plating is usually placed on the outside of the ship; but in some cases portions of the ship is confined to the citadel or battery, within whose walls are included all the vital parts of the vessel. In these cases armor-plating is placed on both sides of the ship; and in other cases it is placed of 6 feet 5 inches wide and 3 feet 6 inches high; and in others it is placed on one side only; and in still others it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it is placed on both sides at different heights; and in some cases it is placed on one side only at different heights; and in some cases it isplaced The Thunderer, Fig. 244. Here the height of the slide-armour above and below water is shown. The position of the armored deck as indicated by line along the upper edge of the slide-armour ARMOR. 97ABCDEFGHIJ The Dreadnoughts, C, Fig. 344. The citadel is 284 feet in length, and the height between-decks is 7 feet 6 inches. The citadel is built up of two decks, the upper one being 10 feet thick, and the lower one, which forms the base of the turret, where the thickness is increased to 15 and 16 inches. The armor-belt, which is curved entirely around the vessel, is 11 inches thick on the water-line, tapering to 8 inches at 8 feet below water, and to 6 inches at 12 feet below water. The armor-belt is also continued through the ends. This armor-belt, fore and aft the fighting part of the ship, rises only 4 feet above water, and is connected with the citadel by a series of vertical plates. The citadel is divided into two courses of 14 and 16 iron respectively, and its main berth-deck below is also plated with the same thickness. The turrets rise through the citadel-deck to a height of 12 feet from the base or revolving deck-platform indicated by the shaded... The diameter of each turret inside of training is 27 feet 4 inches, --- **Note:** The text appears to be describing the design and structure of a naval dreadnought battleship, particularly focusing on its citadel and turret construction. It mentions specific dimensions such as lengths, heights, and thicknesses of various parts of the ship's structure. 98 ARMOR The depth of the framing being 10 inches. They are built up with two courses of plates and two courses of keel, in the following manner: first, the shell or wall consists of two 4-inch plates, bolted together and riveted to the framing; on the exterior of this shell is a tank having 6 inches thick; on this tanking is placed a 3-inch plate, which is bolted to the shell and to the framing. The armor is fastened on; finally, armor-plates outside of all, 7 inches thick—all securely bolted together. The plates were ruled at three feet apart, and the spaces between them filled with sand. The Alexander, Fig. D, Fig. 544. The side of the main deck ports are 4 feet and those of the upper-deck ports more than 17 feet above the water. The water-line is protected by a 6-inch plate, 1 inch thick, extending from the keel to the after end of the ship. This plate is carried down over the rear, both to strengthen the latter, and to guard the rind parts of the ship from injury by a raking fire from above. The sides of the forecastle are protected by a 6-inch plate, 1 inch thick; the magazines, etc., are similarly protected against a raking fire from abeam by an armed bulwark 5 inches thick. The armors on the sides are only 1 inch thick below 8 inches above; the total weight of armor and backing is 3,800 tons. The Teneraure, Fig. E, Fig. 544. This vessel carries her own guns in armored carriages. For protection against top-ropes, the fore part of the ship is protected by a belt of 6-inch armor. Like all belted ships, the Teneraure has weak places in her water-line; but amidships, over the most vital parts, she has 1 inch armor. The armors on the sides are only 1 inch thick below 8 inches above water. At the bow, to guard against exposure to raking fire in pitching, the armor is carried down over the point of the ram; and at the stern, to guard against raking fire from astern, an armored bulwark is placed by an armored bulwark across the hold (shown in the sketch); this is placed with 6-inch armor. The deck at the level of the gun-tops is here shown as being 10 feet above water; but in reality it is only about 8 feet above water; hence this deck is protected by an armored deck which is divided into various numerous water-light compartments, built on well-known break-fast frame-system, and it is shot through externally with wood covered with iron. The total weight of armor and backing is 2,500 tons. The Shannon, Fig. F, Fig. 544. There are several interesting peculiarities in the construction of this vessel. The guns which are brought upon the broadside are on an open deck, and are without protection of armor; but they are protected by a belt of 6-inch armor running along their sides. This belt is not tapered towards the bow, as to usual, but ends abruptly 60 feet short of it; so an armored bulwark 9 inches thick, which extends across the beam at this point, and descends to feet under water. For protection against raking fire from above, there is an armored bulwark running forward and sloping to feet at its crest. The plating of this deck is inches thick. The deck itself is protected by an armored deck which is divided into various numerous water-light compartments built on well-known break-fast frame-systems; and it is shot through externally with wood covered with iron. The armor-belt referred to is feet deep, 5 feet of which are under water and feet above water. It is kept up by means of a continuous chain running from one end to another end of each side of the ship from stem to stern. The thickness of the water-line is inches, tapering below as well as above so that water can pass freely through it are protected by steel-plate gratings. The Nelson and Northampton II., Fig. G, Fig. 544. In these vessels the protecting armor consists of a belt of 6-inch plates carried down over all parts of the ship excepting those parts where it would be exposed to raking fire from above; and also a belt of 5-foot plates carried down over all parts excepting those parts where it would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting those parts where they would be exposed to raking fire from below; these belts are carried down over all parts excepting thoseparts **ARMOR.** 99 emplaced in loading and unloading the guns. Lastly, above this second compartment rise the two turrets. The turrets are placed at each end of the ship, and are connected with the main deck with each other, but diagonally at opposite corners of it, with the centres at the distance of 7 feet 8 inches from the horizontal line of the water-line, so that one turret is on the starboard side and the other on the port side. The effect of this arrangement is to give to the ship a double motion, giving simultaneously in a direction parallel with the keel. Only the central portion of the ship and the two turrets are thus protected by armor-plates. As regards the armor of the central portion of the vessel, the thickness at the water-line is 32 inches. At 6 feet below it, it is 20 inches; at 12 feet below it, 16 inches; and at 18 feet below it, 12 inches. The armor of the turrets will be composed of solid plates 19 inches thick, resting upon said turrets. Admiral Popoff and Nergorod (Russian), Figs. 545 and 546: Circular iron-clad or Popovka A diagram showing a circular iron-clad ship with four turrets. The ship's hull is depicted as a circle with a central opening for the main deck. Four circular turrets are positioned at each end of the ship, connected to the main deck by vertical supports. The diagram also shows a cross-section of the ship's hull, highlighting its circular shape and the placement of the turrets. These vessels are circular only in one sense; i.e., their horizontal sections only are circular, or, in other words, they have no longitudinal curvature. The departure from a circle is a small extension or pro- trusion at the stern for the purpose of facilitating the launching of boats and for purposes of mooring and steering apparatus. It follows as a conse- quence from this that all parts of these ships which are under water are circular. All the radial sections are alike; the bottom of the vessel is semicircular; and it is surrounded with the edge of the deck by a quadrant of a circle. The sides of these ships are formed by a continuous plating which is laid down on moderate draught of water. The deck of the circular ship is formed in such way that it can be raised up to about 4 feet above its normal level, and that it can be lowered down to about 4 feet below its normal level. In American iron-clads this type of armor has been largely used. It consists of consecutive plates averaging 1 inch in thickness, but backed, as in some cases, with a layer of wood or metal. The experiments made by the English Admiralty proved this laminated armor to be far inferior to solid armor in power of resistance, and that no amount of strengthening can compensate for the defects in weight and strength inherent in this form of construction. The thickness of these plates varies from 1 inch to 4 inches to vary as the square of the thickness does not obtain for laminated armor. For example, if we take a plate 1 inch thick, we find that it weighs 1 pound per square inch; if four such plates as strong as four 1-inch plates riveted together, although it would be much stronger than the body of any ship built with solid armor, yet it appears that projectiles arrested by a 4-inch plate easily penetrated 6 inches of laminated plates. *Blunt-Raked Armor.*—It has already been noted that a rigid backing for armor is in all re- gions peculiarly liable to be broken by shock-waves produced by explosions. A large variety of types of armor, using many different substances as support, have been tried out by various nations during recent years. Billiard-balls in thicknesses varying from 1 inch to 4 inches have been used as backing for armor-plates; rubber and 20 inches oak; afterward 4 inches of rubber and same thicknesses of wood; have all been tried out. In England, Mr. Hume experimented with a plate consisting of three sheets of iron plane, and four sheets of rubber 1 inch thick, backed by 30 inches solid oak; and it was conclusively settled, by comparative tests, that India-rubber serves an useful purpose in causing wear to projectiles when used as backing for armor-plates. In America, Mr. Hume experimented with wood at Shoeburyness, in 1864, and subjected to the shot of a 6-pounder and a 11-pounder gun mounted on an iron-clad vessel; and found that after being fired through them, both were left whole; and both were afterwards tested by a 15-foot test pile. Five pieces of hog-horn, backed by six-inch plank, aggregating 300 pounds weight each, were fired through an iron-clad vessel; and none were broken. Wood backing is not so much as it adds material strength or resistance to the armor-plate; but— 1. It distributes the blow. 2. It is soft enough, to dampen the vibration and save the fastenings. 3. It is light enough to resist shocks. 4. A hard backing of wood from 2 to 4 inches thickens the structure of the vessel without increasing its weight appreciably. In addition to these advantages, wood backing offers great support, and prevents the distortion of the plates by shock-waves. The Armor of American Iron-clads may be briefly summarized as follows: The original monitor had her hull presented by 8 layers of I-inch plate, diminishing from 4 inches and then to 3 inches at her bow and stern; her upper works were protected by I-inch plate; her lower works were protected by I-inch plate; her turrets were protected by I-inch plate; her casemate monitors have armor of the same thickness as the first monitor; with 39 inches of wood backing between them and their casemate walls; her turrets have I-inch plate on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and I-inch plates beneath them; her casemate walls have I-inch plates on top and i 100 ARMOR, SUBMARINE and the Monashock, which are wood-baffled, are protected much like the Canonsins. The Furutan and the Distant have 6 layers of 3-inch plates on their sides, with 42 inches of wood backing. Their turrets are 18 inches thick, made up of two drums, with segments of wrought-iron hoops & ladders thickened to 18 inches. The armor-plates of the Trencher are 18 inches thick, with 42 inches of wood backing. The Kalmanso has the total thickness of hull armor in 6 inches, made up of 2 layers of 3-inch plates, backed by 80 inches of oak, still further strengthened with water-tubes with armor- straps & ladders. The Trencher has a very good armor-plating, but is not so well as the most formidable armor carried by any of our monitors; and while there are in some places 14 inches of wrought-iron plate, in others only 10 inches, and in one place only 7 inches. The turrets of the Kalmanso are 15 inches thick, like those of the Dictator, but none of them have any boarding-hatches. The Trencher has no such provision, which is a serious defect, having no ground for comparison with corresponding English ships. The Dictator, for instance, 16 feet below the waterline, has two 1-inch plates, and at 8 feet only one. Though generally satisfactory in its construction, it will not be long before it will be outmoded. *Words for Reference.* A Treatise on Ordnance and Armor. A. L. Eleyer, 1865; *Reports of Secretary of War*. *The Naval Magazine*. *The American Naval Register*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. *The American Review*. ARMOR. SUBMARINE. See DRONER. ARMOR. SUBMARINE. See DRONER. ARMOR. SUBMARINE. See DRONER. ARTISANAL STONE. See CONCRETE. ARTILLERY. See CANNON. ASBESTOS. A mineral fibre composed of cells of amorphous, illite of mica, and protocellu- lar and amorphous silicates. It is used as a lining to give the desired texture to asbestos cloth, and other species of hemberling, excepting such as contain alumina, and also to the corresponding mineral pyroxylin (see). It is found in many countries, including Russia, France, Italy, Spain, Britain, Hungary, Italy, Corsica, and the Tyrol. To various kinds of asbestos have been applied the names "mountain limestone," "mountain cork," "ammonite," and "druzy," and certain other minerals having close resemblance to these have been called "asbestos." The chief characteristics of the mineral upon which its value depends are its inde- terminate form and its fibrous nature. The material is obtained from the mines, in forms ranging from bundles of soft, airy threads to large masses resembling cotton wool. In some cases it is found in sheets; but these naturally obtained in that state are extremely flimsy, admit of great extension in the direction of their length without breaking, are greasy to the touch, and very strong. The fibre obtained in Stan York and Pennsylvania is known as "chrysotile" or "white asbestos"; that obtained in Cornwall is known as "blue asbestos." When found near the surface, but when taken at a great depth it is pure white. One of the most important uses to which this mineral is put is in the manufacture of combustible cloth; the fabric being woven of asbestos and vegetable fibre. The latter was employed on account of the shortness of the asbestos supply; but now it is used because it gives a more durable and more durable texture. Another early utilization was in lamp-work, for which purpose it is still used by the Green- landers. Asbestos has also been woven into a fabric for brooms. At the present time it has many important uses in connection with fire-fighting apparatus; but owing to its flimsiness it does not eventually be discovered. A paper by Mr. H. W. Blyth treating about what he thinks its weight asserts. It burns with a flame leaving a white residue, whilst, if carefully handled, retains the shape of the sheet. Any writing in common black lead pencil leaves a mark on it; but if written on a piece of paper impregnated with asbes- tos pumiceboard made in Italy which has without heat the burn in a furnace indefinitely. Pieces of this material are now used as fireproof receptacles for valuable documents. Asbestos is also used in making fire-proof clothing; but it is not suitable for use as blankets or sheets; and with gloves of asbestos the wearer may handle a freestanding or frozen hose without danger of burning or scalding his hands; but if he should happen to get hold of a hot object he would be burned by jacketing the couplings with asbestos cloth, or may itself be manufactured from that material. In China, paper containing asbestos is used for making fireproof bags for carrying coal from it. According to Sino-India, in China, sheets of paper 19-2 feet long, and entire web of cloth have been prepared from asbestos fabric (papaladissoxal as the statement appears) is washed by putting in it fire which sets out the fabric. Besides being one of the most refractory substances, asbestos is probably one of the most perfect non-conductors of heat known; for although it can be heated to a high temperature without changing its temperature; but once hot, it is like manner tenacious resisting heat. This fact prevents its use as a substitute for metal in heating apparatus; but it is extensively used in refrigerators and as a paint in the United States cover its utilisation in a refrigerant-equipment. Asbestos is also used as an insulating material between electric wires and cables; as well as for illuminating oil and preventing its distribution in case of failure of the lamps; and combined with tarred felt, mopstones, plumbers' oil, and oil as a lubricant. It is also utilized as a means of burning petroleum oil A diagram showing different types of armor plating. ASSAYING. 101 make steam-heaters, a thin layer of the mineral being placed on a suitable grate and soaked with the oil, the vapor from which is ignited, producing an intense heat. He perfects the non-consumable nature of the asbestos, that is, a sheet of paper placed beneath the oil-packed layer remains in the fur- nace until the metal is completely melted, and then is removed without any loss of heat. This is very useful for furnaces, particularly adapted for employment where the metal or ore contains sulphides, the effect of which is to cause explosions. A New York manufacturer of roofing, etc., has patented a large number of applications of asbestos. Combined with felt and other materials, he employs it for roofing purposes, where its incombustible nature prevents fire from spreading. It is also used in the manufacture of asphaltic roofing and adhe- rent burning buildings. The same manufacturer has devised an asbestos concrete, asbestos-lined boilers, and other articles made of this material. Mr. H. W. Smith, of New York City, uses it for the same purpose. He also uses the ground mineral as a body for oil-paint, and incloses the fire, thus giving fire-proof paint. The employment of asbestos as steam-packing is probably its most important mechanical applica- tion. The credit of its suggestion for this purpose is due to Mr. S. John Vincent Way, C.B., Me- chanical Engineer, who was employed by Messrs. J. & J. Smith & Co., Ltd., builders in Scotland, he says: "The packing used for piston and valve rods or spindles has three principal defects: 1st, it is liable to be broken by the pressure of the steam; 2nd, it is liable to be con- taminated; and 3rd one of them only--namely, friction--has any appreciable effect on asbestos packing, when the latter is used as a substitute for lead." The use of asbestos packing has been found to overcome these defec- tures; and one of them only--namely, friction--has any appreciable effect on asbestos packing, when the latter is used as a substitute for lead." In America, where the new packing was first used, some of it was taken from the ashes of the boiler after it had been in use for several months. In England, however, it was used for three months, with steam at 180 lbs., pressure per square inch, and making an average daily consumption of 500 lbs., and yet no breakage occurred. The reason why this packing can be used so long without breaking down is that the impurity of the metal dissolved by all and iron is just a flexible and tenacious substance originally. After having been heated to a high temperature it becomes impossible so to pass or meet the fibres together that they are not easily separated by the fingers." Asbestos packing, according to Mr. Simon, in his work on "Waste Products and Unde- veloped Minerals," published in 1878, is valuable in preventing corrosion in ships' boilers. At the launching of the Anchor Line of transatlantic steamships, for 16 months during which period the water-steam pressure was kept at 150 lbs., no case of corrosion was observed. This shows how easy it is to free from the usual deterioration which occurs in hemp and its retention of elasticity, thus The utilization of asbestos in boats, boats, wagon-hodels and in railway cars, to prevent condensa- tion, has been suggested. A plan for preparing the mineral includes its treatment by boiling or boiling with lime-water to remove impurities and to separate out the crude material, and thus to secure a pure and thorough condition of the asbestos. Thus freed from grit, it is prepared for use by washing with water and then with a solution of soda or lime-water, and with a dense and adhesive structure, either with or without strengthening-coats embedded in the soil, or with a mixture of asbestos and cement or plaster. Asbestos is also used as an excellent material for the chemist as a filter. Being a silicate, aside can be filtered through which it will dissolve any filtering liquor which may be present in solution. It can also be used as a tube- line covering, as well as with sulphur acid, and passing it through a current. An asbestos building-block is composed of asbestos in fibre mixed with alumina of potash or soda, and pressed into blocks which are then baked in ovens at temperatures up to 1000 degrees Fahrenheit. When wetted with water, these blocks expand like sponge-cloth and are very strong when dried. Asbestos building-blocks have also been made of asbestos and plastic of Pekin com- position which has been applied to wire The following table gives by Charles H. Silas: 597; 25; 28; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; 2; 9; **ASSAYING** The various processes which may take place in making the assaying of any ore are: I. Preliminary testing of the ore by means of screening, pulverizing, etc.; II. Weighing out the ore and magnets; III. Fusing with charcoal, iron filings, copper filings, or else by making up a charge of ore, if it be gold or silver, with litherite and soda, fusing the mixture in a hot fire, and weighing the resulting bottom of lead. This determines what is called the "reducing 102 ASSAYING. power" of the ore, and enables the assayer to calculate with exactness the proper charge for the regular assay. In preparation of the Ore-All ores must be pulverized and sampled before they can be assayed. For this purpose, the following tools or apparatus will be found convenient : A wooden box.A metal pan.A balance scale with two pans and a beam. 1. An iron mortar and pestle, and, if much ore is to be pulverized, a grinding plate and rubber, as shown in Fig. 346. The plate is a flat iron casting 18 x 24 inches, and 1 inch thick, the surface used A diagram showing the parts of a mortar and pestle.A diagram showing the parts of a grinding plate and rubber. being planed smooth. The rubber or grinder is a piece of cast-iron, 4 x 6 inches square, 11 inch thick in the middle, and seven-eighths of an inch at the ends ; thus giving a slightly convex surface, A diagram showing the parts of a mortar and pestle.A diagram showing the parts of a grinding plate and rubber. ASSAYING. 103 - which should be true on the board at all points. To conduct the operation, place the left hand upon the rubber, throwing the weight of the body upon it, grasp the handle with the right hand, and move A diagram showing a box with a lever mechanism for opening and closing. A lever mechanism for opening and closing a box. - the lever rubber back and forth, depressing the handle when pushing forward and raising it in drawing back. 1. A tin sampler, shown in Fig. 347. It consists of a series of troughs (a) arranged in a row, each being supported by a strip (b) soldered on their ends. A sheaflet of ore, emptied by a series of shakers (c), passes through these troughs, and is collected in a box (d) having two openings between. By repeating this operation, the size of the sample may be regulated to any desired extent. 2. A box with a sieve fitting into it, as represented in Fig. 348. The sieve is a tin frame with games of any desired mesh soldered to it, and its sides are closed by a cover (e). The ore is poured into the box, and pass- ing the pulverized ore there is no dust; the fine material, being passed through the sieve, falls into the box below. The coarse material is allowed to pass through the sieve. The size most convenient is 5 inches in di- ameter, but it may be made smaller or larger than that of the sieve if so desired, about three-quarters of an inch into the box. The ore is first broken into small pieces, and then crushed in the mor- tar until it is reduced to powder. This powder is then sieved and rubbed down. If the sample is a large one, the tin sampler is used to divide it after breaking down the lumps in the mortar. The balance for weighing out ore for assay, and the bottoms of the base metals, is shown in Fig. 349. 349. This balance should take 10 ounces in each pan, turn one-twentieth of a grain, and be provided with movable pans, level, and arm-screws for adjusting. It is generally placed on a box, such as that shown in Fig. 350, which has a flat top and sides, and is made of wood or metal, the pans made of iron, and supported by threads to a brass bar. The balance should be adjusted so that one ounce will weigh 10 grains. One-half grain. The ore, littersage, cast lead, antimony and re- ducing ores are usually weighed by this method; but it is better to weigh these ores by troy grains; as more uniform results are obtained. The grains are divided into two parts by means of a knife or other sharp instrument, and all cases, save perhaps in the case of gold and silver ore, should be weighed by troy grains. In general practice, troy grains will be found most convenient. The unit of the system is the troy pound (16 troy grains = 1 oz.), which at a glance: 1 lb. avoirdupois = 7,000 troy grains; 2,000 lb. avoi- rdupois = 140,000 troy grains; 1 ton avoi- rdupois = 291,600 troy grains; 14,000,000 + 480 = 29,166 tons; 1 ton avoirdupois = 291,600 troy grains. There are 19,166 milli- grams in one troy grain (Table I.). Note: 2,000 lbs is to 1 lb. as ox: Troy is to 1 millionth part. EXAMPLES: - A T., of ore, and if on assay it yields one milligram per ounce; how many milligrams does it yield? One milligram equals one thousand two hundredths milligrams. The ore can be weighed out in groups of ten ounces; each group mixed with a bone or steel spatula, and thrown into a small pile from each part of the pile, until a sufficient quantity has been transferred to the scale-pan for the assay. 8. Calculation and Assaying.-If the ore be damp, it must be calcined to dry it, and then weighed 104 ASSAYING. again; or if it be a sulphide, it must be roasted before charged in the crucible with the fluxes, etc. In calcination the object is simply to drive off moisture, while in roasting the operation is conducted in such a manner that the air may be admitted through the material to be treated. For calcining a substance, it is not necessary that the air should have free access, or that the material treated be stirred. For roasting, combustion must take place, and consequently the vessels employed must be open enough to allow the oxygen of the air to enter freely. The crucibles, pots, pans, etc., sand may be used for this purpose. The heat should be applied by means of a firebox, or of a convenient furnace for calcining or roasting. The fire-place is made shallow; and as a high temperature is not required, the walls may be constructed of brick, lined with fire-brick, and the body of the furnace bound with paper or felt. The grate-bar may be in one piece or separate, and drawn under the fire-box to regulate the draft which may be closed or opened in order to regulate the draft. A hood of sheet-iron will also be found necessary, as some of the products of calcining are often injurious. It is an excellent plan to have a chimney over the fire-box, so that any smoke which may escape may be carried away. In calcining, this operation can be performed with fluxes and reducing agents in a crucible or mortar. Among the furnaces best adapted for this purpose are those shown in Figs. 287 and 288. Fig. 281 shows a crucible furnace for calcining with inclined cover, to facilitate the lifting in and out of crucibles. Sometimes a reed is added for this purpose; but when this is done, it is advisable to make the larger and higher it is, the stronger the draft. This may be regulated by a damper as well as by the inclination of the cover. Fig. 282 shows a similar furnace for calcining. In Fig. 283 shows a good form of range for lifting crucibles out of the furnace. They should be made with long handles, as shown in the illustration. 5. Sherry-furnace.--The different of these operations may be classed as a combination of fusion, roasting, and sublimation, the difference being that in the latter case (exillation) the volatile compounds formed are absorbed by the copal, while in the former they form a slag. Fig. 283 shows A diagram showing a portable muffle furnace for calcination and expulsion. sections of a portable muffle furnace for calcination and expulsion. The same furnace may be used for both operations, but generally it will be found convenient to have a larger muffle for more-fusion and higher heat. The muffles are made of refractory clay, and in one piece, and should be thoroughly baked before use. The opening at each end is made large enough to admit two hands. In the calcination tone, Fig. 284, the spring should not be too strong, and the horseshoe part should just fit the socketer. The copal tone, Fig. 285, should be made of wood, and be about 3 feet long. A diagram showing a sherry-furnace for calcination and expulsion.A diagram showing a sherry-furnace for calcination and expulsion.A diagram showing a sherry-furnace for calcination and expulsion.A diagram showing a sherry-furnace for calcination and expulsion. ASSAYING. 105 with an easy spring. Often rich enough to be sacrificed do not require to be roasted, but may be assayed directly; so that this method is preferable to the crucible assay, as it saves time. For details of cupellation, see section II., of this article. Assay by the crucible process consists in some separation of alloys and the treatment of the bronze from the gold and silver assay. Impregnation is the process of sifting gold with silver from a mass of mixed metals. The crucible assay is performed by heating a mixture of gold and silver in a crucible, thus separating the two metals. Fig. 368 shows the place used for parting alloys of gold on a small scale. For a description of the apparatus employed in the assay of gold and silver, see page 170. The head and ballast must be conducted with the greatest care, and the balance adjusted both before and after weighing. Before weighing, the head or ballast should be well cleaned with a small brush. There are two methods of assaying gold and silver by the crucible process, one being em- ployed in the United States mines. All deposits of bare and gold-dust received at the mint are re- duced to a powder by means of a ball mill, which is fitted with a concave plate (see Fig. 369) for the first, or the sub-pit, and the fine. To toughen impure bristle deposits, borax is added, which com- bines with the water in solution, and forms a gelatinous mass. This is then ground in a small mill, shown in fig. 368, a in the revolving pan; b c d are the roller plates; e f g h are the balls. The particles are made uniform, and any metallic soil is added to the base of the pan. The whole is then heated until all of the metal has been reduced to a powder for assaying. For assaying assays a small amount of metal is granulated by pouring it in water before being placed in the crucible. The metal is then melted by heat applied to it; when it has been formed or melted, as well as melting and refining as in coining, they are weighed to determine the amount of gold and silver present. The method of gold assaying at the mint is the dry or expelling process. The cupel furnace used, shown in Fig. 369 in different views, is made of cast-iron, lined with 2 inches of fire-brick, and measures 13 by 13 by 13 inches. It is divided into three parts: dew, and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inches deep; and two inches deep; and ten inches deep; and two inches deep; and two inches deep; and ten inchesdeep 106 ASSAYING. silver, and chloride of silver falls as a white precipitate. The quantity of the salt solution required to precipitate all the silver from its mixture determines the amount of silver in the trial. The precipita- tion is considered complete when no more of a cloudy stratum can be detected in the solution. The weight of silver precipi- tated, compared to the weight of the original solution, gives the proportionate amount of silver in the mixture, the mean of which is taken from the trial solution. Ruthenium.—The sa- mary gold and silver differ materially in solubility. So gether in the proportion of one part of silver to two parts of gold, then granulated, and mixed with a few ounces of mercury, where the mixture is treated with nitric acid in a large pot. The resulting solu- tion is filtered off from the unaltered gold and again treated by adding a solution of sea- salt chloride of silver in furfural, which is sepa- rated from the liquor by filtration. The residue is dissolved in nitric acid then precipitated from the solution with nitrate of soda and sulphuric acid as graphite-black powder, which is dried, pressed, and sent to the melting-room, where it is fused with baux metal and amalgamated. The amalgam is then melted down into a puddle, and treated with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, and cast into ingots. These are then melted down into a puddle, and treated with nitric acid, then with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, and cast into ingots. These are then melted down into a puddle, and treated with nitric acid, then with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, and cast into ingots. These are then melted down into a puddle, and treated with nitric acid, then with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, and cast into ingots. These are then melted down into a puddle, and treated with nitric acid, then with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, and cast into ingots. These are then melted down into a puddle, and treated with nitric acid, then with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, and cast into ingots. These are then melted down into a puddle, and treated with nitric acid, then with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, and cast into ingots. These are then melted down into a puddle, and treated with nitric acid, then with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, and cast into ingots. These are then melted down into a puddle, and treated with nitric acid, then with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, and cast into ingots. These are then melted down into a puddle, and treated with nitric acid, then with nitric acid, then with nitric acid, to remove all traces of silver, washed, pressed, and cast into bars of the size and shape of the ingots. Agate Making.—The refined metals are melted together with 100 parts of copper in 1,000, A diagram showing a process for refining metal. It includes steps such as melting metal in a crucible (a), pouring it out (b), filtering it (c), adding salt solution (d), filtering again (e), adding mercury (f), filtering again (g), adding sea-salt chloride (h), filtering again (i), adding furfural (j), filtering again (k), adding nitrate soda (l), filtering again (m), adding sulphuric acid (n). The final product is shown as an ingot (o). thence into an amalgamator; where from 800 to 1 , 000 ounces of amalgam are collected per month. The amalgamative tailings are run into settling-banks; these absorbed into wrought-iron pans; and dried in a furnace for three hours; after which they are ground up; this operation takes three hours drying; the pulp is packed into barrels; then concentrated; reworked as often as it will pay. Waste for this purpose has been used; but ores containing only one or two per cent. gold or silver and alloys have been necessarily omitted; but the reader can observe these by reference to the fol- lowing examples:—Gold: "A Practical Treatise on Gold Mining," by J. H. Boulton; "Gold Mining and Hüttenmacherisches Praktisches Handbuch," by Th. Bedemann und Bruno Kretz; Chancellery; "Practical Gold Mining," by W. H. Boulton; "Practical Gold Mining," by J. H. Boulton; "Practical Chemist for 1879"; "Practical Miner's Guide," J. Budge; London; 1868; "Assay of Gold and Silver Wares," A. Bykalski; "Metallurgische Produktion," Bruno Kretz; Leipzig; 1868; "A Practical Treatise ASTYLLEN. 107 **Metallogy,** William Karl (edited by William Crooks and Ernst Rohrig). *The Assayer's Guide,* G. E. Lister; *Manual of Practical Assaying,* John Mitchell (edited by William Crooks), New York, 1873; *Mineralogy and Assaying,* J. H. Mitchell, London, 1874; *Practical Mineralogy, Assaying, and Mining,* Frederick Overman, Philadelphia, 1875; *Assay Office Handbook,* F. W. H. Blyth, London, 1876; *Mineralogy and Assaying,* J. H. Mitchell, London, 1876; *Mineralogy and Assaying,* J. H. Mitchell, London, 1877; *Mineralogy and Assaying,* J. H. Mitchell, London, 1878; *Mineralogy and Assaying,* J. H. Mitchell, London, 1879; *Mineralogy and Assaying,* J. H. Mitchell, London, 1880; *Mineralogy and Assaying,* J. H. Mitchell, London, 1881; *Mineralogy and Assaying,* J. H. Mitchell, London, 1882; *Mineralogy and Assaying,* J. H. Mitchell, London, 1883; *Mineralogy and Assaying,* J. H. Mitchell, London, 1884; *Mineralogy and Assaying,* J. H. Mitchell, London, 1885; *Mineralogy and Assaying,* J. H. Mitchell, London, 1886; *Mineralogy and Assaying,* J. H. Mitchell, London, 1887; *Mineralogy and Assaying,* J. H. Mitchell, London, 1888; *Mineralogy and Assaying,* J. H. Mitchell, London, 1889; *Mineralogy and Assaying,* J. H. Mitchell, London, 1890; *Mineralogy and Assaying,* J. H. Mitchell, London, 1891; *Mineralogy and Assaying,* J. H. Mitchell, London, 1892; *Mineralogy and Assaying,* J. H. Mitchell, London, 1893; *Mineralogy and Assaying,* J. H. Mitchell, London, 1894; *Mineralogy and Assaying,* J. H. Mitchell, London, 1895; *Mineralogy and Assaying,* J. H. Mitchell, London, 1896; *Mineralogy and Assaying,* J. H. Mitchell, London, 1897; *Mineralogy and Assaying,* J. H. Mitchell, London, 1898; *Mineralogy and Assaying,* J. H. Mitchell, London, 1899; *Mineralogy and Assaying,* J. H. Mitchell, London, 1900; *Mineralogy and Assaying,* J. H. Mitchell, London, 1901; *Mineralogy and Assaying,* J. H. Mitchell, London, 1902; *Mineralogy and Assaying,* J. H. Mitchell, London, 1903; *Mineralogy and Assaying,* J. H. Mitchell, London, 1904; *Mineralogy and Assaying,* J. H. Mitchell, London, 1905; *Mineralogy and Assaying,* J. H. Mitchell, London, 1906; *Mineralogy and Assaying,* J. H. Mitchell, London, 1907; *Mineralogy and Assaying,* J. H. Mitchell, London, 1908; *Mineralogy and Assaying,* J. H. Mitchell, London, 1909; *Mineralogy and Assaying,* J. H. Mitchell, London, 1910; *Mineralology AXLES. 108F, O, H, J, K, LP, R, T, U weight from 3 to 4 lb. It is the Midland or wide-bit axe, same weight; $f$ is the Western axe, weight from 5 to 6 lb. It is the Yankee bow-hatchet, same weight. $g$ represents the inverted form of Spanish axe, the cut being from 8 to 9 inches. $A$ is a shingling hatchet or light hand-axe, and $N$ is a tail hatchet. Pikaxes differ in the manner above described for ordinary axes, the difference in manipulation being in the forging. $O$ represents a mining pick, weighing from 24 to 6 lbs. $P$ is a light method (or "bush") axe, with a broad head and short handle. $R$, $T$, and $U$ represent the axe: $F$, broad axe; and $U$, coochemaker's axe. All axes are used by carpenters for chopping wood. The centre of percussion or centre of gravity of the moving mass may be directly over and in the plane of the cutting edge. When the edge is required to three chisels, the plane passing through the centre of percussion must also pass through the bevel, and not through the point of intersection of the two planes. The axe is a hand-tool used by carpenters for chipping. It is formed with a thin arching blade, and has its edge at right angles to the handle. The edge is bored only on the inside, and has A, B, C handle is easily removed when the tool is to be ground. It should be so constructed that the centre of gyration of the moving mass is in the cutting edge. In Fig. 249, $A$ represents the ordinary form of sharpened axe; $B$, a bow-hatchet; $C$, a hand-axe; and $C$ is the coocher's axe. AXLES. See Railway Cars. RAHABBIT METAL. See ALLOY. RAC. A flat-bottomed boat, used for ferriage, usually navigated by a rope fastened on each side of the stream. $B$ clisters with a perforated metallic bottom, used for stirring the hop from barrels into barrels or casks. BACK-LASH. The jerk which arises when a part of the machinery which ought to receive motion from another part does not receive it. See also: Backlash. BADUGON. A cement for filling holes or covering defects in work. See Cement—Plaster and Freestone. JOINTS.—Wooden and glass whiting and glue; putty; Copper—Tallow and chalk. Some means of preventing wood from shrinking or swelling are necessary. Wood has been mixed with alum-water to the consistence of paint. BALANCE.—To determine different amounts or masses of matter by the determination of their weights, using as standards of comparison certain fixed units, as the gramme, the pound, etc., and comparing them with these standard weights by means of a balance or scale until the mass, and on the mechanical principle that when a solid body is suspended on one point, the centre of gravity will place itself always perpendicularly under that point. If therefore a beam, Illustration showing a simple balance mechanism. BALANCE. 109 * 1. Fig. 279, is supported in the middle at $a$, and movable around this point. Its centre of gravity, $x$, will place itself under the point $e$; and if disturbed from that position, this centre will oscillate like a pendulum, and the beam will finally come to rest only with the centre of gravity in the perpendicular line through $b$. The two arms of the balance must therefore be equal, and the whole mass of homogeneous material, the homogeneity being assumed, must be distributed equally on both sides of the beam. The privity of such scales and weights must be considered concentrated in the points of suspension $a$ and $b$, and not distributed over the whole length of the beam. The privity of such scales and weights must be considered concentrated in the points of suspension $a$ and $b$, and not distributed over the whole length of the beam. The balance can no longer maintain the horizontal position, but will only come to rest when its centre is under the point $e$. This is shown by the dotted line. The balance can no longer maintain the horizontal position, but will only come to rest when its centre is under the point $e$. This is shown by the dotted line. If the balance is in this case makes with a horizontal line is equal to the angle $\alpha m$. If the centre of gravity is in the point of support, the balance is indifferent; that is, it will, when charged with equal weights, remain at rest in any position whatever. When it is charged with unequal weights, it has a state of so-called equilibrium; the balance will with equal ease rise over to the right or left side, or fall into a vertical position. In other cases the balance is The most delicate balances are those used for physical experiments. These balances are designed to secure the greatest possible degree of sensitivity under conditions as follows: 1. The centre of gravity of the beam must be placed under the point of suspension; it is evident that this condition cannot be fulfilled unless the beam is well balanced, and also that $a$ and $b$ will be long enough to allow sufficient room for adjustment. 2. The weight may be screwed up or down, in order to move or diminish the delicacy of the instrument. 3. By Fig. 280, it appears that only a very slight deflection is required when a great degree of sensi- tivity is required, as in this case the centre of gravity is near to $a$. But as this distance becomes less, so also does become less compatible with strength. As the deflection increases, so also does increase in length of the arms, any difference in the length of one arm being greater than that in length of another arm. For example, if we have two arms which are equal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. Therefore, if we have two arms which are unequal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. Therefore, if we have two arms which are unequal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. The balance must be adjusted so that it will not take place under the maximum load. A. The distances between points $a$ and $b$ must be large enough to allow sufficient room for adjustment. B. The weight may be screwed up or down, in order to move or diminish the delicacy of the instrument. C. By Fig. 280, it appears that only a very slight deflection is required when a great degree of sensitivity is required, as in this case the centre of gravity is near to $a$. But as this distance becomes less, so also does become less compatible with strength. As the deflection increases, so also does increase in length of the arms, any difference in length of one arm being greater than that in length of another arm. For example, if we have two arms which are equal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. Therefore, if we have two arms which are unequal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. The balance must be adjusted so that it will not take place under the maximum load. A. The distances between points $a$ and $b$ must be large enough to allow sufficient room for adjustment. B. The weight may be screwed up or down, in order to move or diminish the delicacy of the instrument. C. By Fig. 280, it appears that only a very slight deflection is required when a great degree of sensitivity is required, as in this case the centre of gravity is near to $a$. But as this distance becomes less, so also does become less compatible with strength. As the deflection increases, so also does increase in length of the arms, any difference in length of one arm being greater than that in length of another arm. For example, if we have two arms which are equal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. Therefore, if we have two arms which are unequal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. The balance must be adjusted so that it will not take place under the maximum load. A. The distances between points $a$ and $b$ must be large enough to allow sufficient room for adjustment. B. The weight may be screwed up or down, in order to move or diminish the delicacy of the instrument. C. By Fig. 280, it appears that only a very slight deflection is required when a great degree of sensitivity is required, as in this case the centre of gravity is near to $a$. But as this distance becomes less, so also does become less compatible with strength. As the deflection increases, so also does increase in length of the arms, any difference in length of one arm being greater than that in length of another arm. For example, if we have two arms which are equal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. Therefore, if we have two arms which are unequal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. The balance must be adjusted so that it will not take place under the maximum load. A. The distances between points $a$ and $b$ must be large enough to allow sufficient room for adjustment. B. The weight may be screwed up or down, in order to move or diminish the delicacy of the instrument. C. By Fig. 280, it appears that only a very slight deflection is required when a great degree of sensitivity is required, as in this case the centre of gravity is near to $a$. But as this distance becomes less, so also does become less compatible with strength. As the deflection increases, so also does increase in length of the arms, any difference in length of one arm being greater than that in length of another arm. For example, if we have two arms which are equal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than the larger arm. Therefore, if we have two arms which are unequal in length, then they are more perceptible when longer than shorter. The same thing happens when we have two arms which are unequal in length. The smaller arm is more perceptible than the larger arm because it moves more easily than 110 BALANCE. precisely at right angles with the line passing through the centre of motion and of gravity. The index or pointer is sometimes a long needle, its line passing through the centre, and extending either above or below the beam, or it is a needle extended from each extremity of the beam. In either case it shows the point on which the balance rests, and thus indicates whether the beam is horizontal when the beam is horizontal. The degrees upon each side of the arm of the scale indicate, as the needle indicates, the position of the beam. When the beam is not horizontal, it is necessary to wait its coming to rest. In order to save the knife-edges from wear, the beam is made, in different kinds of balances, of two pieces, one of which is hinged to the other, so that when the beam is in the instrument stand, the same surface, being lifted by means of a cam or lever, raises the beam off its supports and puts it in action; or the supports, by a similar contrivance, are let down from the beam and support it in its place. This method of raising and lowering the beam remains suspended. However perfectly a balance may be made, there is always great care to be exercised in its use. Errors are easily made in the estimation of some quantities it is used to determine. The source of some errors arises from the fact that when a body is placed on one side of a pan, the body to be weighed is exactly counterpoised, and then taken out of the pan and replaced by known weights, added till they produce the same effect. A false balance must by this method produce correct results. The second source of error arises from the fact that in weighing a body, we take one unit, one of each of the tens, and one of the hundreds and thousands, as also of the tens, hundreds, thousands, etc., but these units are not equal in weight; for example, 100 grams equals 1000 milligrams. The latter are most commonly used in chemical analyses and analyses. The larger weights are often used in commerce. The smaller weights are called grains. One grain equals 64 grains. The beam of the balance is, according to the method introduced by Herivelius, frequently marked by divinational lines into centims, and one of the small weights, as a tenth part of a gram, or a milligramme (which is equal to 1000 milligrams), is placed on each side along these lines to bring the balance to exact equilibrium. By this arrangement the picking up and trying one weight after another becomes very easy. The smallest weight is usually marked by the decimal number upon the beam at which it rests to produce equilibrium. The best materials for a balance are those which have a high specific gravity; such as lead, silver, gold, platinum, and the atmosphere and acid vapour. Brass, platinum, or steel is used for the beam; but probably aluminium will prove to be better adapted for this purpose than other metals. The beam must be perfectly flat and level; otherwise it will not rest evenly on any part of its surface. It must be placed on a level floor or on a platform raised above ground level; otherwise it will not rest evenly on any part of its surface. It must be placed on a level floor or on a platform raised above ground level; otherwise it will not rest evenly on any part of its surface. The floor of the case in which this instrument is kept. Doors are provided in front and at side and at back by which access can be had to all parts of it. The door at one end has a small hole cut in its floor near its edge; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it is opened; this allows air to enter freely into the case when it is opened. When this door is open, air enters freely into the case when it BALANCE-RYND. 111 and are indicated by the number at which it stops the weight of the body in the scale-pan. Its inflections are the least to be depended upon when the constant weight approaches to the horizontal or vertical line passing through the centre of motion. The scales generally used in the United States are regulated by a single beam, and consist of two arms, one of which is longer than the other. The weight of due ponderous bodies is divided by means of levers, and a known fraction of it sustained by one arm is balanced by another arm carrying a known weight. In this case, the longer arm of the lever may contain a pass hung at the end of the arm to reserve larger weights, while the sliding weight is used only to balance the fractional parts. The principle of the balance, as applied to weighing, is nearly if not quite the same in all scales and balances. But the same principle is carried out in different forms. The old style of balance was usually a beam with a single arm, and was employed for weighing small articles, such as coins or levers. It will be seen from Fig. 271 A that when the lever $K$ is suspended by the end $C$, its weight $F$ will pull down a certain amount of $A$, according to the difference between $B$ and $E$ and $F$. The weight being reduced at $F$, it is transferred to the second lever $L$ at $G$, being suspended so as to balance $A$. When $F$ is increased, it pulls up on $L$, and thus increases $A$. This is done until no more weight can be added to $F$, when it will be found that $A$ has been raised to a certain height, which is equal to the weight of $F$. Thus, if we wish to weigh any given amount, for instance, $A$ may weigh 500 lbs., and just balance $B$, which weighs 300 lbs., then $F$ must weigh 200 lbs. If we wish to weigh 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 100 lbs., we must have 500 lbs. at $A$, and 300 lbs. at $B$. If we wish to balance 1 272 the top, one end resting on the ground at the battery-head of an embankment in course of formation ; the other end of the balance rests on a wheeled carriage or railway, the rails of which are taken up as 273 end as the other progresses. When a car is tipped at the battery-head, its contents are discharged between the rails, and it is pushed on the other end of the balanice. BALANCE RYND See Balance RYND. RALLION See Rallion. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. RAWDRAW See Rowl Draw. 274275276277278279281282283284285286287288289291292293294295296297298299314315316317318319324325326327328329334335119 BAROMETER. **BAPTATIUM**, A back-mill, or falling mill. **BARI**. The portion of a roofing-slate showing the gauge, and on which the water falls. **BARIOMETRE**, An instrument used for observing the pressure and elasticity, or variations in den- sity, of the atmosphere. There are various modifications of the barometer, but all depend upon the fact that the pressure of the atmosphere is equal to that of the mercury in all of which the principles of construction is the same, the only difference being in its application. The common barometer consists of a glass tube, closed at one end, and open at the other, filled with mercury and free from flaws, 54 or 56 inches long, of equal bore, filled with pure mercury, and inverted, the open end being inserted in a cup partly filled with the same metal, so that the mercury in the tube may be supported by its own weight. The vacant space between the top of the mercury and the top of the tube is called the Torricellian vacuum, or vacuum of the barometer. On pouring mercury into the barometer-tube and inserting it, the air then confined between the mercury and the top of the tube is driven out by the pressure of the atmosphere. In order to get rid of this air, as well as moisture, the tube is first gently warmed, so as to dry it thoroughly. A quantity of pure mercury is then poured in, so as to occupy 3 or 4 inches of the sound end of the tube, which is afterwards closed up with a cork. The tube is then inverted over a dish of water, so that the heat may be equally applied. After boiling for a minute or two, the open end is closed by a cork, and when it has cooled down again, it is opened again and allowed to stand for a few minutes. Then the cooled mercury which is partly or completely in mercury must not crack the tube. When a second portion of mercury is added to fill up any vacancies left by evaporation during this time, it will be found that the length occupied by this second portion is exactly equal to that occupied by the first portion. This shows that the length occupied by a given quantity of mercury is independent of its temperature. The length thus measured exactly measures the atmospheric pressure. A film of air is always retained on the outside of the tube, and also at any under edge, which film creeps by small portions at a time into the interior, and thus increases its length. The greater part of this film is contained within a very thin layer of more air between the outside of the tube and the mercury in the cup, and thus the outer air slowly becomes saturated with water-vapour. The amount of water-vapour which has been absorbed by this film has become determined in the course of years. This difficulty in determining accurately the height of barometers was remedied by Prof. Daniell, by uniting a ring placed with its open end on both ends of the barometer-tube, so as to bring it into contact with the mercury, thus immediately preventing the ingress of air into it. By this means he obtained a perfect vacuum, and a small portion from which the mercury has been expelled by heat. This film is filled up with mer- cury and then drawn off again by means of a syringe. The remainder is then reinserted into a cup or reservoir; as the column stands, it exposes the last portion of mercury which had been expelled by heat. The length occupied by this last portion is exactly equal to that occupied by all previous portions of mercury previously introduced, and boiled. By this means all agitation is confined to the tube of the barometer itself. The exitance of this barometer clearly depends on the absence of all matter except mercury from the tube, i.e., its contents are kept dry by three means: (1) By uniting a ring with both ends of each vertical column; (2) By allowing air to escape through a small hole in each vertical column; (3) By allowing air to escape through a small hole in each horizontal column. By these means no air can enter either vertically or horizontally. A peripheric circular sound produced when the mercury is made to strike the top of the tube. If air be present in any part of this sound will be heard before it reaches its destination. The sectional area of this tube is of no consequence; as the atmosphere presses with the same im- mensity upon every square inch of its surface; if one inch be cut away from each end, the column suspended in the tube will be of the same height whatever its internal diameter. The height of a mercurial column must be measured from its surface to its level in relation to that in which it is immersed. The level at which this immersion takes place depends upon whether or not any portion of this level is drawn down into either side or bottom of this column. If any portion be drawn down into either side or bottom, then that portion will be higher than any other portion; but if none be drawn down into either side or bottom, then all portions will be at an equal level. The divisions of such scale usually begin at 27th inch, and are continued to 31st. But in instru- ments having less than 27th inch divisions they are begun at 20th inch; those having more than 31st inch divisions are begun at 13th or 15th inch. Each inch is divided into 10 parts, and these are subdivided into 100ths by means of a small sliding scale, called a vernier scale. The barometer may be used for measuring vertical position and, if possible, with a northern aspect, in order that it be subject to no change from temperature as possible. It is useful for sea- sons when there are great differences between day and night temperatures; but for observations for temperature are given in scientific works devoted to the subject of barometers. The heights of the dieters of barometers above level above mean sea-level are given in scientific works devoted to the subject of barometers. BAROMETER. 113 metry with some standard, should be standardized, in order that the observations made with it should be comparative with others made in different parts of the country. Before taking an observation, the instrument should be gently tapped, to prevent any adhesion of the mercury to the tube; the gauge being placed on the horizontal plane, and the index of the lever brought level with the top of the mercury. Various contrivances have been made for increasing the length of the scale, or for making it more convenient for use, but none popular for this purpose has yet been adopted. The instrument is so constructed that, instead of terminating at the bottom in a cylinder, it is recirculated, so as to form an upward curve, which is continued by a short straight line, and then a second curve, which is continued in the shorter limb, and vice versa. A float is placed on the surface of the mercury in the shorter limb, and is connected with a pulley by a string, which passes over a wheel on the other side of the pulley. An index-hand attached to the pulley moves over the surface of a dial-plate graduated so as to indicate the oscillations of the barometric column. With an increase of approximately one-third of an inch in the length of each limb, and a corresponding increase in the diameter of each limb, together with the float, and this gives a small motion of revolution to the pulley, and also to the arm connected with it. This motion is transmitted through a gear-wheel to another hand on the index-hand, so as, and consequently move the index-hand in the contrary direction. The accuracy of height-measurements by means of barometers was proposed to be improved. Although it may appear that any motion in the height of 48 inches (the lower half) be compressed as only occurs 24 inches, so greatly do the upper portions expand when relieved from pressure. Since, at the height of 24 miles, the elasticity of the atmosphere is one-fourth at 7 miles; one-fourth; at 5 miles; one-half; at 3 miles; one-third; at 2 miles; one-quarter; at 1 mile; one-sixth; at 600 feet; one-eighth; at 300 feet; one-ninth; at 200 feet; one-tenth; at 100 feet; one-twelfth; at 50 feet; one-sixteenth; at 25 feet; one-eighteenth; at 12 feet; one-twentieth; at 6 feet; one-thirtieth; at 3 feet; one-fortieth; at 1 foot; one-fiftieth; at 6 inches; one-sixtieth; at 3 inches; one-seventieth; at 2 inches; one-eighthyth; at 1 inch. It will be seen that this is not true. The elasticity of air increases as its density decreases. It is therefore necessary to take into account not only the difference between two heights, but also their respective altitudes. If we consider that a barometer measures altitude by means of its own weight, and that its weight is proportional to its volume, we see that it must measure altitude by means of its own weight. If we consider that a barometer measures altitude by means of its own weight, and that its weight is proportional to its volume, we see that it must measure altitude by means of its own weight. If we consider that a barometer measures altitude by means of its own weight, and that its weight is proportional to its volume, we see that it must measure altitude by means of its own weight. The following table shows how much error would result from neglecting this fact:
114 **BAROMETER** The difference of one degree in the temperature at which water boils indicates a change of level of about 600 feet, corresponding to a difference of 0.6 of an inch in a mercurial barometer. *Aneroid Barometer.*—The action of the aneroid depends on the pressure of the atmosphere on a diaphragm carried by a spring, and the change of level of the liquid in the column being used for indicating the purpose of the column of mercury in the ordinary barometer. The construction of the aneroid is illustrated in Figs. 378, 379, and 381. The vacuum-chamber is represented as $A$, its top and bottom A diagram showing the construction of an aneroid barometer. are formed of disks of thin circularly corrugated copper, held together by a circumferential strip of plate metal, as shown in the diagram, which is fastened to the upper edge of the chamber. A spring $B$ and $C$ are attached to the upper diaphragm of the chamber, having a slot on its end, through which a small projecting pin $P$ formed on the lever-plate $A$ projects, the attachment being effected by a screw $D$. The lever-plate $A$ is pivoted at $E$, and has two arms extending downwards, one carrying a spring $F$, and the other a spring $G$, each having a slot on its end, through which a small projecting pin $H$ is passed, this pin being connected with the lever-plate $A$ by means of a wire. The projecting levers $F$ convey the movement by a joint at $G$, which is linked to a rocking-spindle carrying a ball at $J$, which is connected with another rocking-spindle $K$, working on centres in the frame $L$. The office of this contrivance is to afford a means of adjustment for the index-movement by the two screws $D$ and $E$. When these screws are turned in opposite directions, so that they pull away from the centre of the rocking-spindle, to give more or less leverage, as may be required to suit the barometrical scale. In order to prevent any tendency to return to their original position after adjustment, a chain, its movement can act only in one direction in bringing round the index, and a fine hair-spring is attached to give sufficient resistance. The tube by which the exhaustion is effected is as follows: A little reservoir is placed round the aneroid for the reception of air which escapes during operation. The diaphragm is compressed to its proper position by means of a lever, and is then soldered to its box. The whole is enclosed in a case made up of two plates, one forming the top cover, and one forming the bottom cover, both being closed by screws. Through which a rod carrying the heated soldering-iron is passed. When air evacuation is obtained, the soldering-iron is pressed down, so that no air can escape. A simple mode of adjusting the instrument by a standard barometer is obtained by a screw-and-projection through the back of the instrument (Fig. 381), which will allow it to be adjusted for any given temperature, of which much may vary to the extent required. By a simple arrangement it can be made to indicate accurately any desired temperature-correction, without the addition of a particle of mechanism. The top and bottom diaphragms are perfectly horizontal; but when exhausted, they each take the curve shown in section Fig. 382; and from this it will be seen that when they are exhausted, all surfaces indicated by dotted lines within them will assume when a portion of their area is covered with water, such form as that shown in Fig. 383; and this will cause for the disturbance in which this index would be liable from changes of temperature. The expansion of the constant volume water (from which all other liquids are derived) takes place in such manner as to produce produced by the same cause in the diaphragm and other parts of the machinery. The external atmosphere is continually endeavouring to press down the diaphragm, while the bellows beneath the lever is BAROMETER. as ordinarily acting to keep it up. An increase in temperature expands the contained gas, which diminishes the effect of the internal air pressure, and causes the needle to descend, owing from the expansion of the various levers and connections, which would otherwise indicate upon the dial, representing the barometer, a fall of 30 feet. The following convenient rule for measuring altitudes by the aid of the barometer, borrowed from the "Hand-Book to South Africa," reads the aerial at $A$ say 105; take it at $B$, read it there, say 108; subtract 105 from 108, then 13 is the difference in feet. Multiply this difference by 6, and find the difference between that and the reading at $C$; multiply the difference in hundreds by 2, and so on. Thus, if the difference of altitude is feet—thus: $$\text{Altitude} = \frac{\text{Difference in feet}}{6} \times 2$$ For example, if the difference in feet is 30, then $$\text{Altitude} = \frac{30}{6} \times 2 = 10$$ feet. Fig. III represents a registering barometer made by M. Béginot, of Paris, which is constructed as follows: A large wheel is mounted on a horizontal axis, and a pencil is attached to it. Another wheel is suspended on an axis at right angles to the first, and connected with it by means of a light steel pointer, on the apex of which is an horizontal needle $A$. One end of the latter is made to work in a small hole in a vertical rod, and the other end is fixed in a small box containing mercury. The train is terminated by a chronometer-escapement, and the other train by a light fly-wheel, which revolves about once every second. The escapement is actuated by a spring, which may be made to be equal to that of the escapement. A satellite gear unites these two movements, and on the axis of the satellite is carried a wheel, which engages with a pinion on which is mounted the large four- penny wheel. This wheel has a toothed rim, which engages with another wheel revolving in one direction, according as the wheel turns to the right or left. The axis of the large wheel has a pinion which engages with another wheel revolving in the same direction as that of the large wheel. When this wheel turns to the right or left, when the pencil is caused to travel, the barometer is also moved in a vertical direction. The needle $A$ describes a circle round its axis, and thus indicates altitudes. The large wheel works constantly, and so tends to carry the large wheel from right to left, and to raise the barometer upwards. As the barometer is thus moved, however, the needle is disengaged from the rod fixed in its box containing mercury. The fly-wheel revolves about once every second; when it revolves to the right, it draws the large wheel from left to right, and causes the barometer to descend. The needles then move vertically downwards. When atmospheric pressure does not change, the pencil describes a right line; should it augment, however, it will describe a curve upwards; should it diminish, it will describe a curve still bellow on the fly-wheel. It will then take longer for the escapement to cause the disengagement of the fly-wheel. Consequently the large pulley turns in the same direction for a period proportional to each increment of altitude. In order that this movement may be uniform throughout all the land, the pressure diminishes, the fly-wheel is freed, and the separation between wheel and needle be greater than usual; but when it increases again, a movement of the pencil to the right, therefore indicates a rise in the mercury; to the left, a fall. The paper on which the indications are received is divided into spaces horizontally to represent Barometer diagram showing needle movement. been and vertically to represent varying degrees of pressure. It is wrapped around a cylinder, which is rotated by clock-work $E$ over given distances, to correspond with the ruling of the paper. The length of the latter may comprise indications for several days, on which the marking for a week 116 BARRAGE. is exhibited. The little barrage $O$ is caused to strike gentle blades on the barrage-support, so as to keep the mercury-column always free and lightly shaken. A barrage in common use is provided with an index which turns round upon a dial, and points to denote the height of the water-level at any given moment. This index is moved by means of a string, which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means of a string which passes around the base of the barrage, and is wound up by a spring. The level of the water, as "Cloudy," "Fain," etc. The index is made to move by means BARRAGE 117 Roads - One track - 80 feet. One track - 60 feet. A diagram showing a cross-section of a road with various sections labeled A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z. A detailed plan of a road with various sections labeled A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z. A detailed plan of a road with various sections labeled A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z. A detailed plan of a road with various sections labeled A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, 118 BARRAGE. their intervals being filled in with stone, and the intervals between the pieces of earth-work with con- crete. The upper portion, and the apron, or down-stream face of the dam, are made of cut stone. A second arch, which is placed on the top of the first, and is connected with it by means of a stone wall, may fall into back-water, and in that way check the force of the current. Fig. 283 shows the profile of the river. A second arch was constructed similar to that of Fig. 282, extending then only to A, B, C, D, E, F, G, H, Fig. 283, occasion for which was given by the rock lying here affording a good foundation; the re- mainder of the earth-work being filled in with stone. The space between the two arches was afterwards freshened, however, carried away this embankment when partly completed, and it was removed to extend the space between them to A, B, C, D, E, F, G, H. The space between these arches was filled with stones below the river was cleared from mud and boulders, and the piece A and D, of 18-inch hombok timber, succeeded by a space of 6 inches wide, filled with stones. The piece B was covered with 6-inch planks of white pine, and trellised; upon this planking the piece C was laid, and O were erected, but only F covered with plank. While erecting these pieces, the space E was filled with concrete; while erecting the piece G, the space I was filled with concrete; while erecting the their filling of concrete, being the armature of the dam, served at the same time for a safeguard against the water; while erecting the piece H, the space J was filled with concrete. The space K was filled with their wall, in place of the other arches of round timber were laid in, and with the tire judged to- gether. The space L was filled with concrete; while erecting the piece M, the space N was filled with at the smaller end, framed with single dovetails 1 inch thick; Fig. 284, and framed with 1-inch trellains which are placed 10 feet from centre to centre. The pier-timber, Fig. 285 and 286 are two- minded 8-inch square timbers placed at right angles to each other; they are joined together by iron gether, and the tire likewise. The planking is of white pine. When the timber piles had reached a certain height above water-level (about 10 feet), a layer of sand was spread over them; then to low water, were packed out with stones; the two others were filled with concrete, and formed the coffer- dam against which all further work was done. The space M was filled with concrete; while erecting the piece N, the space O was filled with concrete; while erecting the piece P, the space Q was filled with concrete; while erecting the piece R, the space S was filled with concrete; while erecting the at the smaller end, and 6 feet apart from centre to centre; the trellains of the squared tim- the same. The upper portion of these are made of oak and white oak, treamed every 3 feet; B tubers (or ribs) of 10 inches diameter were placed at right angles to each other; they were covered up to to this course an tie a bedding of white pine is applied and secured by iron-nails. Fig. 287. Fig. 288 shows how this work is executed. The pier-timber is composed of two pieces of 8-inch wooden (reinforced concrete) trellains of 18 inches in length. Against the rear of this timber pile the one side is covered with a layer of sand; on this is laid a layer of stones; on this again is laid a layer of wood-boards. A part of the apron-planking of this pile is laid horizontally in connection with the angle of the pier K; the remainder is put 3 feet lower; Fig. 292. After this pile had been completed another pile was laid in front of it; this pile also had its upper portion levelled off. On this bed the body of the dam was by degrees erected of hydraulic stone-masonry, concluding by a solid wall at its base. This wall is built in such manner that its whole weight rests on a fac- work is of granite, cut with such courses as to allow the stone to be laid with a joint not exceeding three-eighths inch in width; it is thus possible to fill up all spaces between stones without breaking them; of the face-work where it is in course corresponding with the raili. In front of the lip of dam before the head-water, a fire-embankment. Fig. 293, 295, 296 was formed of earth and its upper part secured by a wooden fence. In the part of the dam first erected, Fig. 297 at A., and Fig. 298 at A., a water-wear-in com- pleted; in this case there are no piers or piles; but there are two rows of round timbers placed with inverters having two sets of piers, all of which are protected by small stone houses. Fig. 293 and At a distance of 500 feet from the lip., a secondary dam., Figs. 295 and 296 is constructed.; it is at several feet round timber, filled up with dry stone. The object of this secondary dam is to divide the head of water into two parts so as to prevent any sudden rush from one part into another part during running over the weir, and to keep the wood-work of the timber pile A and L under water. Near the left shore a row of round timbers has been placed parallel to each other at equal distances as far as required. Wooden Dams are usually of earth-work either rough round logs with their bark on or down timber---either cause almost a flood through. These timbers are merely laid on top each other, forming in plan a section of reticulation with sides of about 7 to 12 feet. They are not attached together by nails or bolts but by means of wedges driven into holes bored through each log long, through every timber at every intersection. The crest or top line is made up as follows: In triangular dam., designed as in Fig. 290., this one-thing filing is not as essential as in other forms because the weight of water and that of water itself acting on it may be sufficient to hold it in place without additional support. Lower timbers are not bolted to a rock bottom or otherwise secured in place some stone may be necessary to prevent the timbers from bowing away while they are unloaded and then great very few depre- sions have taken place since construction; but when water is some feet deep, this requires coffer-dams. Movable dams are those which can be moved across a river at will for purposes such as two resen- tional parts namely: The navigable way and overfall (Fig. 291). The former is used for purposes of navigation or for purposes which require that water shall pass through without interruption. The movable lifts which serve to close or open them are laid flat on their platform. The overfall serves to maintain the height of river at a definite height above sea-level or barometric pressure; it likewise serves as a sluice gate for discharging water if necessary when being raised. In addition to these two essential parts there is generally also a lock through which navigation takes place when the barrage is closed (Fig. 291). Where there is no lock adjoining, then BARRAGE. 119 navigation can only be performed by removing the barrage and releasing the water at certain fixed points. The sill, or platform, of a navigable way should be placed at a depth not less than that of the bottom of the river above the weir. The still of the overfall should be so raised that, having due regard to the width of the river, it will contain sufficient water to prevent any danger of flooding. The sill should also be so constructed that it may be easily removed when required, and that it shall offer an outlet proportional to the quantity of water that flows down the river at its different periods. Moreover it must be at such a height that it may give free passage to the waters of the river while the tide is rising or falling, producing too heavy a fall from the upper to the lower basin. These conditions are most important. The establishment of a navigable way is a costly work; its breadth should, consequently, not be greater than absolutely necessary for the requirements of navigation. When the breadth of this river will not admit of the overfall being placed perpendicularly to its course, and in a line with the navigable way, it may be put obliquely ; in that case the angle of inclination must not be less than 30 degrees. The platform of the navigable way should be of sufficient width to receive all the various components of the machinery employed in raising and lowering the water. The lift of a navigable way is composed of three principal parts, viz.: 1. Of a framework of iron capable of moving upon an horizontal axis placed perpendicularly to the direction of the current; 2. Of a pair of levers, one on each side of which is supported by its axis, while its base rests against a sill arranged horizontally; 3. Of a pair of pulleys, one on each side of which is supported by two spindles, working in sockets, that are similarly arranged horizontally; and between these two pairs of pulleys is placed a pair of lift rods (Fig. 591), so that this step is able to turn upon its base, carrying with it, as it moves, the framework which forms an articulation with that of the stay, its own weight being balanced by a counterweight already contained in the platform. This is the system that has been successfully adopted for many years in France, and the whole arrangement presents very much the appearance of a painter's model with a picture upon it. Besides this principle there are others which have been tried with some success; but, at the celebrated barrage of Conflans-sur-Seine, and at other places, within the same period as that represented in these illustrations, it will be observed that no other principle has been adopted; there remains yet one addition of some import: The construction illustrated refers to those illustrations; it will be observed that this portion of the lift which is above its axis of suspension, and which is called the "fly," is wedge-shaped, giving tinier toward the top; whereas that which is below the axis of suspension is uniform in its thickness, which is equal to the thickest part of the fly. This is done in order to nearly balance the 120 BARRAGE. gate, giving the lower portion, however, a slight preponderance over the upper, which has a longer radius. The moment of the weight of the timbers forming the lower part, called the "breech," is about 180 degrees, so that when the water is raised to the level of the platform, then the breech is entirely immersed, the moment of its weight is destroyed by the very fast of immersion; so that, at this instant, the pressure on the platform is equal to zero. To remedy this, it was necessary to append a counterpoise to the latter, composed of a mass of cast-iron, movable, and held and girded by three parallel iron bars (Fig. 291, 294) along which it may slide and move freely. This counterpoise is placed upon the platform, and when the water is to pos- pose a lift to be raised, and in position, and then observe by what means it is lowered. If the end of the bottom bar of the platform be inclined upwards, as shown in Fig. 293, 295, and if the point of support, it will slide upon the platform in the direction of the pressure against the lift; A diagram showing a barrage with a counterweight attached to the lower part. that the "step" will necessarily follow the breeches, turning upon its base; and that the gate itself, in rotation, will follow the step; so that the two former will be stretched upon the platform in pro- longation of one another, while the latter rests on the top of both, covering them. The breeches are made to slip up their respective platforms by means of an iron bar, placed horizontally upon the platform, and furnished with a screw at each end. When this screw is turned down towards one side of the platform, it draws aside the breeches one by one in succession, and as far in order as it is intended to lower the water. The screw is turned in such a manner that its action may not be felt by any person standing on the platform; but it is moved downwards by a lever carried down by the current. It is terminated at its extremity by a ball or roller, which allows it to roll easily over all kinds of obstacles; by the aid of which its motion is imparted, and thence transmitted from breeches to breeches. Upon be- ing thus lifted from their platforms they fall into their respective channels; and being thus guided or thrown, in which they slide till they reach their proper level. This method implies that the lift proper is divided by its axis of rota- tion into two parts; and that these parts have been agreed to call the "breech," and the upper part, merely "the step." We will now describe this distinction. We will now describe Method of Raising the Lifts.--The base of the breech is provided with a stout iron handle. The keeper, entering a seat fitted for the purpose, turns this handle until he has raised it sufficiently to degrees the breadth of the lift rises from the platform at the end of their course, the extremity of the breeches being thus raised from their respective platforms. In raising or lowering a rea- soning, while the breech is upheld by the keeper's hand. As soon as he has let go his hold, if he breaks his hold on his hand or if he accidentally pushes, he gets immediately turned upon his axis, and the breech rests against all ends of his body. This, in effect, is what takes place; but in order to insure perfect regularity in the different lifts, many other precautions must be taken to avoid any possible error or mistake. Barrages for Purposes or Irrigation.--It is only in Eastern countries that the opportunities occur, or the necessity exists, of carrying out irrigation works on a gigantic scale. Native works in the delta provinces of India are numerous; but they are generally small and confined to a single con- tinent. The bases of these works have been in nearly every instance damming of rivers at the apex of the delta by means of an aqueduct or barrage, in such a manner as to raise the lower water-level to an elevation sufficient to supply irrigation purposes during dry seasons; or more commonly augmenting the heights of great floods. One of these works is known as a barrage--that on the Godavery River at Buxowarawar--as described by Col. Haid Smith R.E., in his well-known report on Indian irrigation. The first work constructed was that on Lake Tiswadi near Bombay; and since then others have been con- ducted. Commencing from the eastern or left bank, the first portion of the work is in the Dowlaiswam branch stream or canal. The total length of this is 6471 feet, or 1874 yards. The body of the dam (Fig. 395) consists of a mass of masonry resting on front and rear rows of stone, each well BARRAGE 121 below 6 feet in diameter, and such 6 feet below the level of the deep bed of the stream. The massery forming the body is composed: 1. Of a front curtain-wall running along the whole length, 7 feet in height, 6 feet in thickness at the top, with a slope of 30 degrees to the horizontal; 2. On each side to cover the tops of the walls on the stream-side, 5 feet in width, and 2 feet thick at the sum- mer's tide, and 3 feet thick at the winter's tide; 3. A back wall, or water-board, 10 feet in breadth and 4 feet in thickness. A narrow, but well formed fall is placed in front of the curtain-wall, which is continued over its entire length, and forms a natural inclined plane. The water-board and tail-sill are protected against the action of the stream by a covering of strongly-changed cut stone over all. 4. Of a similar nature is the head-wall, which is placed at the entrance of the channel, and extends from 10 to 20 or 30 feet down-stream. This protects the rear foundation against the erosive action of the stream passing over the dam, and may be extended as circumstances may require. The head-wall is thus dam made more secure against the action of this force, and no precautions are necessary to strengthen this in any way have been considered necessary. On the extreme left flank of the dam is a weir, which serves as a sluice for regulating the flow of water into the main channel, and an under-sluice for purposes of scour and removal from deposits. The most important part of this structure is called the Halleman branch, and is barred by an anoxic or dam section (fig. 1). It consists of two parallel channels separated by a difference of level sufficient to just do so. The general dimensions of the body are shown in fig. 2. The head-wall is placed at right angles to the stream, but the front curtain-wall of the dam is curved slightly towards the centre. The core of wood, is founded on a bed of rock or gravel, which extends under the water-board as well as part of the curved tail sill, thus replacing the core of river-sand characteristic of the Dowlaswemar branch except by one or more substantial kind. The rear foundations consist of a row of 6-foot wells as well as behind; and they differ only in that they are filled with sand instead of gravel. The head-wall is constructed by placing a layering or loading bar of hammer 4 feet in breadth by 3 in depth. The left-hand revetments are similar, but they are placed at right angles to those on the right-hand side. The tail-sill is formed with a small vault of 4 feet cast, and 2 large arches carrying a roadway for cross-communication. The head-wall is placed at right angles to the stream, and has a height of about 8 feet, or 81 yards. Its section is precisely the same as that of the Dowlaswemar branch; it has the same front and rear foundations on walls, the same dimensions of the massery-body, which rests on a like base of gravel or rock. The length of the Dowlaswemar branch dam, that of the series, is 2,584 feet, or 8161 yards. The works are completed by means of several small differences in detail between them. At first sight it appears that there is no difference between them at all; but it is greater than it appears; because whereas in one case there are two rows of wells on either side of the dam, the breadth of the sill is less than that required by theory; while in another case there are only three rows on either side of these wells, and their breadth exceeds that required by theory. Works for Reference: *Cour de Maçonnerie Appliquée*, Bresor; *Exploitation Hydraulique sur la Loire de l'Étang de l'Étan*; *Lectures*; *Notice sur les Barrages Modernes*; *Chantier*; *Prin- cipal systèmes d'Étangs et de Barrages*; *Notice sur les Barrages Modernes*; *Le Grand Barrage*; *Drapport sur la Forme et la Mode de Construction du Barrage d'Enfer sur le Forez*; *Griffa*, *Dictionnaire des Sciences Géologiques et Minérales*; *Géologie de la France*; *Great River*, Gibba; *1851*. *Mémoires sur les Barrages*, Breton; *1857*. *Barrages Algériens*, Syllème de l'Algérie; *Barrages en Inde*, *Memoriale dei Ponti di Chianca*, 1871; tome II, §41st.; *Memoriale sui Nuovi Syste- mes di Barraggi*, Donati; *Memoriale dei Ponti di Chianca*, 1873, tome XI., §4th.; *Constru- zione e Manutenzione dei Ponti e dei Diga*, Cappelletti; *Barrages en Inde*, *Memoriale dei Ponti di Chianca*, 1875. An excellent discussion of the different systems of hydraulic gates and movable dams will be found in report of Chief of Engineers U.S.A., 1764, part I., p. 457; see also reports of Chief of Engineers 132 BARREL-MAKING MACHINERY. for 1875, for harness at Port & Toulonais on the Sèine, and for M. Girard's automatic movable dam; also see report for 1875, part I., p. 63, and part II., p. 840; for barrage of the Nile, see *Engineering*, vol. xxxi., p. 40, of seq.; also "Construction of High Barrage Dam" (Croton), *Engineering*, vol. xx., p. 175. BARREL-MAKING MACHINERY. The machines which are used in the manufacture of barrels may be divided into two classes, viz., those which are employed for making the staves, and those used for making the heads; and those adapted for finishing the barrel after portions of its parts have been made. The staves are usually made by means of a machine similar to that used for making the work to be produced in a tight barrel or oak, such as is employed for containing liquids, or a stack harrow for making a stack of wood. The staves may be classified according to their size and shape, and small oaks may also be separately classified, as in many respects their construction differ in mat- ter-of-detail from that of barrel-machinery. 1. JOINING-MACHINES. In the jointing machines the staves are joining, dressing, equalizing, and sawing. In the jointing machine, the stave is tightly held in clamp, and by pressure on a feed- trough movement of the stave is made against a rotating wheel, which is placed upon the edges of the stave so as to proper degree for fitting it into the cylindrical barrel. With this machine a knothole can be removed from the stave without breaking it. When the stave is joined, the relaxation of pressure on the traverse causes its rotation. Arrangeme- nts are provided for tightly holding the work, and also for giving to the edge any desired taper or bend. The stave is then passed through a machine called a head-sawing machine, which consists of a carrying or receiving bed, with feed-screws which support a strong forward motion. The stave is placed upon these feed-screws, and is then drawn forward by a pair of wheels. At this stage of the work, the rotary head and cutters are so made and ground that the stave is smoothly finished and a uniform taper is obtained. After this operation has been completed, the stave is passed through a special machine been dried, which dries both sides of the stave at the same time without cutting the wood across the grain; that is, it leaves the staves winding and crooked as they were rived from 2. Head-making Machines.—For ordinary oak the heads are usually made of several portions jointed and dowelled together. To make the joints and prepare the pieces of heading which have previously been sawn off from each end of the staves, a machine known as a head-sawing machine, represented in Fig. 399. This consists of a large rotating metal disk, in the face of which are fixed three outers, relatively spaced apart from one another, and each having a central hole through which it is possible to bend laid, and its edges are pressed against the disk by hand, so that they are thus rendered perfectly smooth and even. A second disk is placed upon this first disk, and between them is placed the top of the machine, where it encounters two swiftly revolving bits, which are forced against the edge by the feed-trough, and which steadily bore holes for the dowels. The disk acts as a fret, allowing sawy chips and dust to fall away from it; while at the same time it holds down all parts of it firmly. A large number of barrels can thus be prepared in a day by a single man, and the joint-makers are so arranged that either a hollow or straight joint can be made, as desired. The dowels are next im- A diagram showing a barrel-making machine. the block. This is accomplished by allowing the frame which supports the cutters to oscillate and rock in all directions, so that the cutters admit themselves to all the crevices and windings of the stave. For sawing off pieces from each end of the staves before they are put into position in other machines cutting the staves, which is suitably clamped and fed forward, in circular form. The construction is obvious from Fig. 399. In order to sawe the staves to uniform length, the stave-equalizer is employed. The staves are placed upon a conveyor consisting of two endless ropes, by which they are brought upon the perpendicu- lar of two wheels which rotate in opposite directions; one being driven by steam power at one end of the wheels. As the wheels rotate, the ends of the staves are brought into contact with two circular saws, which are driven by steam power at both ends of these wheels; thus causing continuous and uniform cutting. The operation of this machine automatic; it is only necessary to place the staves on the conveyor, 399 BARREL-MAKING MACHINERY. 123 erated by hand, and the separate pieces pass through the machine in a rough quantum, ready for the next process. The machine consists of leveling, facing, and flaring ends, and the barrel is made adi- quate to this accomplishment by a special mechanism which will be described hereafter. The head is placed in front of a planer- wheel, which revolves at high speed, and which is swiftly rotated. The revolution of the corrugated feed- ing-spring causes the head to be con- tinually pushed against the planer- disk, which rapidly smooths off the middle portion of the head. This is 380. 381. 382. 383. 384. 385. 386. 387. 388. 389. 390. 391. 392. 393. 394. 395. 396. 397. 398. 399. 400. 401. 402. 403. 404. 405. 406. 407. 408. 409. 410. 411. 412. 413. 414. 415. 416. 417. 418. 419. 420. 421. 422. 423. 424. 425. 426. 427. 428. 429. 430. 431. 432. 433. 434. 435. 436. 437. 438. 439. 440. 441. 442. 443. 444. 445. 446. 447. 448. 449. 450. 451. 452. 453. 454. 455. 456. 457. 458. 459. 460. 461. 462. 463. 464. 465. 466. 467. 468. 124 BARREL-MAKING MACHINERY. ready to be hoisted in order to cause its staves to assume the curved form. The barrels are simply formed by cylindrical staves, over which the barrel is set, the top of the latter being closed with a sheet-iron cover. The barrel is next leveled. To this end it is placed between two disks, one of which by suitable mechanism is moved forward, powerfully compressing the cake outside and thus levelling the staves. It then goes to the truing machine, which is represented in Fig. 303. The upper arm A, which is surrounded by several arms B, C, D, E, F, G, H, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z, etc., and is surmounted by several arms B', C', D', E', F', G', H', I', J', K', L', M', N', O', P', Q', R', S', T', U', V', W', X', Y', Z', etc., is provided through the holes of the arms B' with a double arm catch above the upper trans-hoops, and sliding collars above these arms B'. The lower arm A is connected with the second band. The lower arm A is provided with notched standards B which can slide on the upper floor but do not pass through the same. The arms are pulled together by means of levers forcing the heavy rings over the bulging portions of the staves, and thus welding them tightly in place. The machine is operated by the stationary short lower standard, by their readiness to the motion of moving them as the barrel is forced down. In Fig. 303 is represented a machine specially adapted for both leveling and truing stave barrels; it is of double action, permitting both operations just described. In this arm A are mounted several levers B and C which are all connected with the lever D. These levers are connected with the various handles C of each of the staves. The barrel rolls on the trans-hoops into position. The barrel has no other support than that given by the grooves must be cut around the inside, a short distance below the edge, while the latter must be removed off. The ends of all the staves must be cut off perfectly true, and in heavy cases it is necessary to make a second cut just below the cross. Fig. 304 represents a machine which cuts off all ends at once. The staves are fastened on two circular bands of iron which are fastened to a revolving shaft. The staves pass directly between the chucking-rings and its ends fit into the peripheries of the hoop where they work within a short distance from the cutting ring. This ring governs the backward and forward motion of the eight-lever D which actuates the cutting ring. As the barrel rolls into place, the operator moves up on the revolving platform until he can reach under each stave and revolve the barrel so as to cause reversal. The cutter C which are all fastened on two circular bands (see Fig. 305) are then moved up on their respective platforms until they can reach under each revo- ![image](image-url) when the ring is drawn back and the barrel is lifted out of its groove on the outside, thus compelling a uniform thickness and depth of chine, while the same is leveled with accuracy. The barrels are usually inverted and the hoops placed in position by hand. The final smoothing of the staves is done by means of a revolving board under which bar- rel is caused to revolve under a plane which serves as a smoothing tool, and the latter held so as to be easily guided by the attendant. A diagram showing a machine for leveling and truing stave barrels. A diagram showing a machine for cutting off ends of stave barrels. A diagram showing a machine for cutting off ends of stave barrels. **BASKET-MAKING.** 125 Among other machines specially used in barrel manufacture are apparatus for punching, fluting, and riveting two hoops. This is done by rolls, which may be adjusted to give the flare as the hoop is A diagram showing a machine for making baskets. The machine consists of a series of rollers and levers that are used to shape the basket. passed between them ; and on the same frame which supports these rolls is a lever carrying punches and a riveting press. There is also a distinct line of smaller machines designed for key-making, the A diagram showing a machine for making keys. The machine consists of a series of rollers and levers that are used to shape the key. principles of the construction of which are essentially the same as those of the larger machines. All the apparatus above described is the invention and manufacture of Messrs. E. & B. Holmes, of Boston. The machinery used for barrel-making in Europe varies in many respects from that employed in the manufacture of American barrels, but is generally similar in principle. See *Scientific American*, xxxv., 191, and xxix., 70. **BASKET-MAKING.** In making baskets, the twigs or rods are first thinned, oak, black ash, or some better wood being preferred. The rods are then left connected with each other until the work to be woven, are arranged on the floor in pairs parallel to each other at small intervals one and another, and then they are passed over and under each other alternately, so as to become parallel more, with their thick ends toward the workman, who is to put his foot on them, thereby binding them together. When this has been done for a sufficient number of rods, they are drawn, ending them in their places. This forms the foundation of the basket, and is technically called "the web" or "slane." Then the long end of one of these two rods is woven over and under the pair of rods on which it rests, and then another rod is passed over and under both sides of the other rod, and then additional long ones are woven in, till the bottom of the basket is of sufficient A diagram showing a basket-making machine. The machine consists of a series of rollers and levers that are used to shape the basket. 126 **BASKET-MAKING.** The sides are formed by sharpening the base ends of enough short rods to form the ribs, and plating or forcing the sharpened ends into the bottom of the basket, from the circumference toward the centre; then raising the rods in the direction the sides of the basket are to have, and weaving either end into the other, so that they may be drawn together at any point, and by pulling them down and fastening the perpendicular sides of the ribs, whereby the whole is firmly and compactly united. A similar operation is performed with the top of the basket, but in this case the rods are cut to a length down the weaving of the sides, close to each other, and plating them fast about two inches below the brim, so that the handle may retain its position when completed. The ends of the rods are then bent or pinched into a curve, and secured by a few stitches of thread. The size of the basket will vary according to the artist's purpose, skill, and materials. When whole rods or twigs are not adapted to the kind of work required, they are divided into splits and skins. Splits are made by cleaving the rod longitudinally into four parts, by means of an implement consisting of two blades, crossing each other at right angles, the intersection of which passes down the pith of the rod. These splits are next drawn through an iron or wooden reed, which is passed along the length of the split against the pith prepared for it, thus splitting off one half of the split against the wood of another element. The split is then passed through another implement, called an "apprizer," to bring it to a more uniform shape than can be obtained by hand. This instrument consists of a circular piece of metal like that of an ordinary chisel; this piece is bent round, and the edges are made to approach each other as near as possible. The applier is used in making baskets by passing it between three or four splits, between these two edges, they are reduced to any required thickness. The implements required in basket-making are few and simple, consisting, besides those just mentioned, of knives, bodkins, and delta for boring, leads for securing the work while in progress, and when it is of small dimensions, and a piece of wood for holding up the basket. The splints of various kinds of wood, particularly certain species of ash, elm, and birch, are exten- sively employed in basket-making. They are first prepared by sawing them with a saw, thus loosening and separating the different layers or rings into narrow strips. This is the simple and primitive process; and is necessarily slow, and restricted to woods of a fine texture. Inventors have since invented several machines for preparing splints from all kinds of woods, by which different kinds of wood, prepared by sawing or otherwise, are cut or riveted into the required form. These machines consist generally of revolving cylinders having teeth or projections upon their outer surface for cutting or shearing off thin strips of wood. A machine for preparing splints is shown in figs. 301 and 302 representing a basket-making machine. A circular wooden bottom-piece with radially projecting basket-strips is attached to the end of a rotating shaft, and during the rotation of the bottom and radial strips a filling-receiving device having a vibratory motion passes over and **BATHOMETER.** 137 under the radial axis, and leaves the filling carried by it. This filling is held in compactness by recti- like pieces. In the machine represented, the abscissa of a top or bottom is stamped in the shaft by scissors. The end of the filling is fed through the apertures. Motion is applied to developing the pressure of the filling upon the surface of the sea. The instrument is used for measuring the depth of the sea without the use of a sounding-line. The principle upon which the action of the bathome- ter is based is that of the variation of pressure with depth. The pressure at any point on the surface of the sea is equal to that of the solid conditions which form the earth about 2.75 lb. It follows, then, as an inference, that the variations in pressure are due to a variable influence upon the and gravitation as measured on the surface of the sea. The instrument, which is represented in Fig. 307, consists essentially of a ver- tical column, closed at one end and open at the other, containing mercury. The lower portion is closed by means of a corrugated steel-plate diaphragm, simi- lar to those used in barometers. The upper portion is open to atmosphere, and the weight of the mercury is balanced at the centre of the diaphragm by the same number of ounces or pounds of lead or other material. The column is divided into seats of the mercury column. Both ends of the column are open to the atmos- phere, so that its variations of pressure do not affect the readings of the instru- ment. The variations in pressure are caused by differences in density between the atmosphere and water, and are indicated by a deflection of a float suspended by a distinction of the density of mercury due to dilatation on increase of temperature. The reading of the instrument is effected by means of electric con- tact between two points on opposite sides of a circular plate, which is rotated by divisions on the rim and the pitch of the screw being so proportioned that each division represents one altitude of sea. **BATHYMETRE.** A machine for measuring depths of water. **BATTERY.** A machine for producing electricity. **BEARING.** A piece or part which supports another part. **BEARINGS.** By this term "bearings" is meant the surfaces of contact between two parts which are in motion relative to each other. The surfaces on which these bearings must have a circular, square, triangular, or other straight-lined contact are called "bearings." There are many different kinds of bearings, such as ball-bearings, roller-bearings, and plain-bearings. The latter are also called axial-bearings, examples of which may be seen in lathes, shearing machines, and saw-mill-equipments. For rotary or turning motion, the surfaces of bearings must be surfaces of revolu- tion. For linear motion, they must be flat surfaces. When a piece is supported by another piece, and when this supporting piece is called a journal or socket, and the load or supporting piece is also called a journal, pedestal, pedestal, plunger or slide, then both these pieces are said to be in "bearings." When a piece rests upon another piece, the bearing must be an exact screw. The supporting piece is called a seat. Those provided with seats are called "screws." In order to make clear what I mean by "bearings," I will give some examples of how all parts of the photograph accomplish this bearing, and other examples will be seen in the saw-cutting-lathe, in lathe-workings, in sawing wood-fractions, etc., where all parts must so fit that the intensity of the pressure does not cause any damage to any part whatever employed in it. For lubrication and frictionless bearings, see FRICTION AND LUBRICATION. See also JOURNAL, PLUNGER AND PISTON; HAMMER; MILLING MACHINE; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOLS; MILLING TOOL. When a bell is to be constructed, the weight or key-note is given, and the diameter and sound- hole are determined according to certain rules. The weight of a bell is found by multiplying together the square of the diameter at the mouth by twelve times its height (or length), and dividing by three hundred and sixty-five thousandths. A bell 60 inches in diameter weighs 48 tons 4 pounds 10 ounces. A bell 100 inches in diameter weighs a bell 60 inches in diameter, sound-hole 48 inches thick... . $35 \times 60^2 \times 4 = 4320$ lbs. weight. At a Bell Foundry... . $35 \times 100^2 \times 4 = 14400$ lbs. weight. By deducting from this amount one-third its weight... . $14400 - \frac{1}{3} \times 14400 = 8800$ lbs. By deducting from this amount one-third its weight... . $8800 - \frac{1}{3} \times 8800 = 6533$ lbs. By deducting from this amount one-third its weight... . $6533 - \frac{1}{3} \times 6533 = 4355$ lbs. By deducting from this amount one-third its weight... . $4355 - \frac{1}{3} \times 4355 = 2903$ lbs. By deducting from this amount one-third its weight... . $2903 - \frac{1}{3} \times 2903 = 1935$ lbs. By deducting from this amount one-third its weight... . $1935 - \frac{1}{3} \times 1935 = 1290$ lbs. By deducting from this amount one-third its weight... . $1290 - \frac{1}{3} \times 1290 = 860$ lbs. By deducting from this amount one-third its weight... . $860 - \frac{1}{3} \times 860 = 573$ lbs. By deducting from this amount one-third its weight... . $573 - \frac{1}{3} \times 573 = 382$ lbs. By deducting from this amount one-third its weight... . $382 - \frac{1}{3} \times 382 = 255$ lbs. By deducting from this amount one-third its weight... . $255 - \frac{1}{3} \times 255 = 169$ lbs. By deducting from this amount one-third its weight... . $169 - \frac{1}{3} \times 169 = 112$ lbs. By deducting from this amount one-third its weight... . $112 - \frac{1}{3} \times 112 = 74$ lbs. By deducting from this amount one-third its weight... . $74 - \frac{1}{3} \times 74 = 49$ lbs. By deducting from this amount one-third its weight... . $49 - \frac{1}{3} \times 49 = 32$ lbs. By deducting from this amount one-third its weight... . $32 - \frac{1}{3} \times 32 = 22$ lbs. By deducting from this amount one-third its weight... . $22 - \frac{1}{3} \times 22 = 14$ lbs. By deducting from this amount one-third its weight... . $14 - \frac{1}{3} \times 14 = 9$ lbs. By deducting from this amount one-third its weight... . $9 - \frac{1}{3} \times 9 = 6$ lbs. By deducting from this amount one-third its weight... . $6 - \frac{1}{3} \times 6 = 4$ lbs. By deducting from this amount one-third its weight... . $4 - \frac{1}{3} \times 4 = 2$ lbs. By deducting from this amount one-third its weight... . $2 - \frac{1}{3} \times 2 = 1$ lb. What is the diameter? $\boxed{\text{4}}$ What is the thickness? $\boxed{\text{6}}$ What is the weight? $\boxed{\text{2}}$ From Spott's Dictionary of Engineering.* Page Number 128 **BELLS.** 3. To find the key-noise, the diameter and thickness at sound-bow being given, multiply the sound thickness by 50,000 and divide by the square of the diameter. The answer is in vibrations per second. Example: The key-noise of a bell, with diameter 44 inches and sound-bow 5.52 inches thick: $$\frac{50,000 \times 5.52}{44^2} = 16.7$$ vibrations per second. The first vibration is the one which vibrates once in the first octave below note in the bar. The second octave below this would be 8.38 vibrations, and the third 25.90 vibrations. 4. To find the weight and girths, to find diameter divide the weight by the number of vibrations per second corresponding to the note, extract fourth root and multiply by 21.947. Example: Weight of a bell weighing 6,841 lbs., key-noise C in first octave below zero (64 vibrations). Then $$21.947 \times \sqrt[4]{64} = 68.84$$ inches. 5. Given the diameter and number of vibrations, to find the thickness of sound-bow multiply the square of the diameter by the number and divide by 50,000. Example: Taking the figure of last example, $$\frac{d^2 \times 64}{50,000} = 0.38$$ inches. After calculation by the above formulas it is concluded, the diameter of the bell at the mouth is di- vided into two parts, one part being equal to three-eighths of its length and another part equal to its perimeter. Shrinkage is allowed at three-eighths of an inch to the foot. The section of the bell is usually made so that it will be able to expand or contract without affecting the quality of tone; but the thickness of the bell should always be in proportion to the square of the diameter taken at the centre of the mouth. See Fig. 299. The following table gives 1 thicknesses of the bow to the diameter, 74 to the diameter of the crown, 12 to the lining forming the lower part of the bowl, and 12 to the upper part of the bowl. These figures are used in tracing to trace the profile of the bell proper. The weight of the clapper should be from one-fortieth to one- fifth that of a bell. **Casting Bells.—The method of casting bells employed by Messrs. Monney & Co., of Troy, N.Y., is shown in Fig. 299. In the upper case we make the outside mould of the bell, and upon this lower the inside mould. The metal is poured into both cases through a hole in each case, making three holes | Diameter | Thickness | |---|---| | 30 | 1 | | 32 | 1 | | 34 | 1 | | 36 | 1 | | 38 | 1 | | 40 | 1 | | 42 | 1 | | 44 | 1 | in thickness, according to the size of the bell. The proper shape and material must be selected for each size of bell casted; for instance, in casting a large bell, it is necessary to have a strong material without straining. The perforations in the cases serve to make the clay more flexible when pouring in order to avoid breaking up on account of casting, the moulds being made entirely of clay, they were necessarily porous; but now we use a mixture of clay and metal, and the confined air within not entirely escaping would cause a porous casting, or being converted into an indifferent gas, which would give us bad casting; also it was found that it was possible an uneven ground, and whatever gas may be generated in the mould permeating through the clay had no effect on a plate placed over it until it had been properly re- moved. **Casting Bells.—Bells are produced in pokes journalized in frames, and are swung by means of a wheel secured to the yoke, the bell-ropes leading from the wheels being attached to a ring on top of each wheel. By revolving this ring around a revolving cut, it is fastened to the wheel at A, and if the bell is of medium weight, it passes down directly from A to B; but if it is heavy, then this arrangement must be thrown over, as it will be more or less, and the connection of these two points must be made by hand. If the weight of the bell is such that with each turn of wheel at D the labor of ringing is too great, then it should be hung on a straight line from A to B; but if either point is too heavy they are neces- ary. In order to prevent the bell being thrown over, it is well to provide a spring or rope between A and B; also a piece of wood necessary, as its inflexibility and weight encrease the free space under the bell; also a piece of wood between A and B; also a piece of wood between A and B; able weight by a small rope on account of the difficulty of grasping. It firmly in the hand, we here give the size of ropes suitable for bells of different sizes:
Altitude Error
24 miles 0.00000000000000000000000000000000000000000000000000000000000000000000
23 miles 1.5%
22 miles 3%
21 miles 5%
20 miles 7%
19 miles 9%
18 miles 11%
17 miles 13%
16 miles 15%
15 miles 17%
14 miles 19%
13 miles 21%
12 miles 23%
11 miles 25%
10 miles 27%
9 miles 29%
8 miles 31%
7 miles 33%
6 miles 35%
5 miles 37%
4 miles 39%
Diameter For bells less than 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 800 lbs. 80...
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Chimes are numbers of bells attuned to each other in diatonic succession; a plain consists of three or more bells in harmonic suc- cession, which are all tuned together so that any one can play without not admit of a tune being played upon them. Thus, a set embracing the eight notes of a gamut will constitute a chime, while one upon five, third, fifth, and eighth BELLS 129 of the scale would be a peal. The usual number of bells in a chime is nine, embracing the seven notes of the scale the octave and a flat seventh. Bells are caused to sound either by swinging them, as in the case of the bell at the top of the tower, or by striking them with a hammer. The striking is done by means of a string which is attached to the rim of the bell, and is wound round a revolving barrel. When the hammer strikes the string, it causes the string to revolve, and this revolving motion is communicated to the bell, causing it to ring. The hammer is raised by a wire, which pulls down the hammer-stick, the wire being worked by a lever, the end of which is caught by a cam on a revolving barrel in the clock below. It is obvious that, if a number of such barrels are provided, each with its own cam, and each with its own lever, and the arms are properly arranged, a tone can be played by a mere multiplication of the device which each barrel represents. The Carillon Machine embodies this arrangement—only, instead of cams, a number of short plain pins are set in place of them. These pins are set in holes bored in the side of the barrel, and their points point into the little points in the barrel of a musical box. The pins are set or pricked in precisely the same way as the little points in the barrel of a musical box. The hammer, after it has fallen, can be lifted by the wire which is attached to it. When this wire is pulled up, it causes the hammer to strike again. As long as this hammer is struck, it is evident that the barrel can only revolve at a slow speed, and much time is lost in striking it over and over again. This loss of time is avoided when one pin is used. Another result is that, when the small bells, the high notes, come to be played, the barrel must be reduced in size so that it will not have to strike over and over again. This results in making another barrel necessary. It follows that the air is played out of time. These difficulties are overcome by the invention illustrated in Fig. 81. It is intended to show how the air for producing sound may be obtained from any source whatever, but whether this air comes from water or from steam or from any other source, all parts are all repetitions of each other. It will be understood that this engraving does not show well, but it shows clearly what I mean. The musical barrel $B$ is set with pins in the usual way. A C is a cam-wheel very peculiarly constructed. In order to understand how this wheel works, consider first that when $C$ revolves, it moves along the swing plane $D$ quite near $E$. Then $C$ revolves around $A$, and then $A$ revolves around $B$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from $D$ quite near $E$. At this moment $C$ has moved along $D$ quite near $E$, and then $C$ has moved away from ![Image](image) In our newer above it is secured to the eye G so that, when it is released by pulling down on lever D, the hammer is lifted. The pins in the musical barrel B come against a step in F1 so that, as they pass through these steps they cause a lever H to move up or down according as they pass through them upwards or downwards respectively. It will be seen therefore that, if we may use the phrase "B" does not have to do but let two sets of levers work together at once. But A revolves so fast as to act so powerfully that it makes nothing of even a second hammer, much less of three or four hammers. This machine was invented by Mr. W. H. Horsley of London. The machine illustrated here was put up in the parish church at Sheffordhead, London, by Messrs. Horsley & Blamey. It plays 14 tones on 12 bells—one tone for each note—and 36 tones on 36 bells—one tone for each note—so that it can be changed by half tones. The air comes from C0 to G0. There are 24 levers, two to each bell, to insure facility in playing rapid passages without losing time. The motor power is supplied by a vertical shaft driven by an engine working on fall 12 feet, and wound up every 24 hours. BELTS.—As the ordinary acceptation of the term belt was used for belts made of leather or other flexible material stretched over pulleys for transmitting power from one pulley called driving pulley to another pulley called driven pulley. Ropes and chains are also used in a similar manner, forming power or chain belts. When chains are employed, the pulleys over which they pass commonly have depressions or projections on the rims, which engage with the links of the chains and prevent slipping. This arrangement forms a positive gearing, and it is to be distinguished from ordi- Google 130 BELTS. nary belting, in which power is transmitted by reason of the friction between the belt and the face of the pulley. A common form of chain-belt, made by the Bwart Manufacturing Company, is rep- resented in Fig. 213. The belt is shown in two positions, one with the tension increased, and the other decreased. Fig. 213 is a sketch of the ordinary belt-connection, $A$ being the driving pulley, revolving in the direction of the arrow, and $B$ the driven pulley, revolving in the opposite direction. In the portion of the belt, $B$, running away from the driving pulley, is the slack part of the belt, and the portion, $D$, coming toward the driving pulley, is the slack part of the belt. These are the names given to these portions of the belt, because they are slack when the belt is stretched over the pulleys with a certain tension—for example, 40 lbs. for each inch of width. When the tension is increased to 50 lbs., for example, then both portions become taut, and the tension increases. For example: Suppose that the belt, when strained as described above, requires a force of 28 lbs. per inch of width to keep it taut. Then, if we increase this tension to 40 lbs., then $B$ will require a force of 40 × 28 = 1120 lbs., while $D$ will require a force of 28 × 40 = 1120 lbs. Hence, if we increase the tension to 50 lbs., then $B$ will require a force of 50 × 28 = 1400 lbs., while $D$ will require a force of 28 × 50 = 1400 lbs. Thus, if we increase the tension from 40 to 50 lbs., then $B$ will require an additional force of 1400 – 1120 = 280 lbs., while $D$ will require an additional force of 1400 – 1120 = 280 lbs. In passing from one side of the driving pulley to the other, and the belt is elastic; it is evident that even if there is no slip such as occurs when a belt is used on a smooth surface under all circum- stances, a drop, due to elasticity, which will occur, very often does occur. This was pointed out by Prof. Osborne Reynolds: "The strap comes on at $A$ tight and stretches until it reaches point $C$, where it becomes con- tracted while on the pulley. This contraction takes place grad- ually from the point at which it comes on to that at which it leaves and continues until it reaches point $D$. The slipping occurs over the pulley at the point at which it first comes on. In this case we have a case of slipping occurring before any tension can be established, and has expanded while on the wheel, which ex- pansion may be considerable. It is evident that this expansion can only occur until it leaves." Hence, the velocity-calcite of two pulleys connected by a belt will not be constant under all cir- cumstances, but will vary with different conditions. In ordinary practice, the loss caused by the creep is very slight, but with high loads and heavy belts it may become appreciably slowerable; and in any case where uniformity of volu- mecy is required, it must be considered as a factor in all kinds of machinery; however, the fact that the belt is elastic and yielding, and that it will slip if overstrained, renders one of the best appliances for transmitting power without producing injurious shocks. The ordinary materials used for belts are leather and rubber. Experiment shows that a rubber belt will assume a more uniform shape than a leather belt under the same circumstances—and in many cases the rubber belt has other decided advantages. For in- stance, it is possible to construct a wide leather belt with a uniform thickness throughout its length; but, because the holes of which it is composed are usually thicker and of finer texture in the centre than on the edges (see Fig. 214), so that they are not uniformly spaced throughout its length; therefore, it is possible to construct a wide leather belt practically uniform quality throughout—but generally, in the case of a very wide belt, one of rubber will run more truly and wear more satisfactorily than a leather one. In addition to this advantage in quality there are many others; for instance, rubber belts would soon become useless unless rubber were frequently used with success. The rubber belt is, however, of great value in machinery where there are sharp edges or corners against which it may strike, which should not come into contact with anything; or that, when crosed or slidding belts are used, it is well worth while to use rubber belts instead of leather ones. The principles upon which the transmission of power by belts depend have been carefully investi- gated, both by analysis and experiment, and many valuable experimental data have been compiled. Experiments show that belts made from materials having equal tensions will transmit equal powers; and also that belts made from materials having unequal tensions will transmit unequal powers—this last discrepancy, which seems to be due to the fact that belts of different quality were experimented upon and did not give results agreeing with those obtained by others; hence it appears that even a good belt may transmit under given conditions, they cannot be implicitly relied upon to show how much power can be transmitted under any given condition; but this does not mean that they do not trans- mit power under any given condition; indeed they do transmit power under any given condition; but their efficiency, although their laws may frequently enable an experienced person to predict the result with considerable accuracy. Belts giving results that agree with good practice will be found in another part of this work; but here I wish to call attention to some points regarding them which are worthy of further consideration or other points connect with the subject. It is proved by experiments that there is no friction between a belt and a pulley varying with the tension, is independent of the area of the surface of contact, and increases as the angle or area of contact increases; hence it follows that a belt is in contact with a pulley for the distance $D C$, making the angle of contact (or angle) between them drawn as extremities of The Engineer, xcviii., 396 BELTS. 131 (see of course) A B C, then, if the tension of the belt is unchanged, the friction in the same whether the pulley is 2 feet or 10 feet in diameter, and if the speed of the belt remains the same, the amount of power transmitted will be the same for either case. This may seem contrary to the experience of any one, but it is the fundamental thing to repeat purely by larger figures. In relative dimensions, the change results in no change in the amount of power, and as the angle of contact is not altered by the changes, while the area of contact is increased, it seems at first sight to be fair consideration that the power trans- fer is caused by the increased friction. So far as this goes, does this appear to many, that numerous rules have been pub- lished which state that increasing the power is made to depend upon the increase of velocity, and that this is en- tirely independent of the area. A little thought will show, how- ever, that the increase of power, in a change as described above, which is due to an increase of velocity, must be limited to some extent by an increase very different from an increase in velocity. The power transmitted by a belt depends upon its tension and upon the area of contact between itself and the pulley. The latter is entirely independent of the area. A little thought will show that if a belt is transmitting a given amount of power with a certain velocity, and if the tension of this belt is doubled, so also will be its velocity. It follows that if a belt is transmitting a given amount of power with a certain velocity, and if the tension of this belt is halved, so also will be its velocity. Now consider what happens when two belts are used instead of one. If both belts are used with their tensions doubled, they transmit twice as much power as before. But if both belts are used with their tensions halved, they transmit only half as much power as before. It follows that if two belts are used instead of one, each transmitting half as much power as before, they transmit together exactly twice as much power as before. This shows that doubling the tension doubles the velocity without changing the area of contact between belt and pulley. Doubling the tension halves the velocity without changing the area of contact between belt and pulley. Doubling the tension halves the velocity without changing the area of contact between belt and pulley. If a pulley has a high side, as it is called, or a great diameter to one part than another, the belt tends to run toward the high part, and advantage is taken of this fact, in practice, to keep the belt running on one side or another. This tendency is known as crowning. Very frequently this crowning of the pulley face is overcome, the result being that the belt does not touch all over its surface. When this occurs, however, it is found that when a test is made on such a pulley, as examination will show whether it touches all over, and if it does not, the high part of the pulley should be ground down until it does touch all over. This is done because when a belt runs on a pulley whose face is crowned, it tends to run toward the high part. The tendency arises from the fact that when a belt runs on a pulley whose face is crowned, it tends to run toward the high part. The tendency arises from the fact that when a belt runs on a pulley whose face is crowned, it tends to run toward the high part. The tendency arises from the fact that when a belt runs on a pulley whose face is crowned, it tends to run toward the high part. The tendency arises from the fact that when a belt runs on a pulley whose face is crowned, it tends to run toward the high part. The last point generally seen is that if a belt be run for sufficient time to stretch it thoroughly. What makes this possible? It is due to two causes: (1) The effective diameter of a pulley is its diameter increased by the thickness of the belt. The effective diameter of a pulley is its diameter increased by the thickness of the belt. The effective diameter of a pulley is its diameter increased by the thickness of the belt. The effective diameter of a pulley is its diameter increased by the thickness of the belt. To find the diameter of a pulley for a required speed, let d be diameter and v be speed per minute. $$d = \frac{v}{\pi}$$ Example: Our pulley has a diameter of 5 feet, and makes 10 revolutions per minute. What should be the diameter of our other pulley to make 100 revolutions per minute? $$d = \frac{100}{\pi} \approx 31.83$$ or 32 feet. A diagram showing three pulleys labeled A, B, and C. A B C 132 **BELTS.** In transmitting motion by a belt, it is sometimes required that the two pulleys shall revolve in different planes. It is only necessary that a belt, to maintain its position, should have its advancing side in the plane of rotation of that section of the pulley on which it is required to remain, without regard to the plane of rotation of the other section of the pulley with which it is in contact. Let $A$ and $B$ (Fig. 815) be two shafts, and let $a$ and $b$ be two belts, so arranged that they may be conveyed by means of suitable clamps to each other. At $A$ and $B$ (Fig. 815) be two shafts, and let the line $AB$ be perpendicular to the direction of one of the shafts, say $AB$, and let it be required to connect them by pulleys and a belt, that their direction of motion may be as shown by the dotted lines. Let $O$ describe a circle about $A$ to $z$ of $B$. On $O$ describe the circumference of the pulley at $A$, and on $O'$ describe the circumferencte draw a tangent $\delta$ parallel to $a$: this line will be the direction of motion of the pulley at $A$. The belt leaves $A$, and the centre of the belt as it approaches $B$, consequently, lay off the pulley $\delta$ on each side of this line, and at a distance proportional to the velocity required. To fix the position of the pulley at $B$, proceed as follows: Draw a line through $\delta$ parallel to $a$. This line will be the position of the pulley at $B$. The direction of motion indicated by the arrow; then the circle of the pulley being described, and a tangent $\delta$ drawn to it perpendicular to the axis $AB$ as before determined, the position of the pulley on the shaft $B$ is established. The position of these two pulleys are thus fixed in such a way that when the belt is always delivered by the pulley in receding from into the plane of rotation of the pulley towards which it is approaching. If the motion is reversed, then the belt must be conveyed from one pulley to another. In order to obtain this round both running in grooved pulleys are frequently employed in cases where the power transmitted is considerable. The grooves are cut in such a manner that they are very narrow, and their surfaces are very often used for the transmission of considerable amounts of power. This belief is due to the fact that when a belt is passing over a pulley, a change in its direction takes place, and during this change, a certain amount of frictional resistance is encountered. In Fig. 816, which shows the manner in which this occurs, it will be seen that when a belt passes over a guide-pulley, it does not pass over any point on its circumference but over a small portion of its surface. If this were not so, then when a belt passed over a guide-pulley, it would have to pass over all points on its circumference. In order to avoid this difficulty, it has been found advisable to introduce two guide-pulleys, one at $A$, in the plane of $AB$, and another at $B$, in the plane of $BC$. These guide-pulleys are easily adjusted as to revolve in the required planes. In Fig. 820 is shown a "blinder frame," as constructed by William Sellers & Co., in which the guide-pulleys can easily be adjusted as to revolve in the required planes. A diagram showing two shafts A and B connected by belts a and b. A diagram showing two shafts A and B connected by belts a and b. A diagram showing two shafts A and B connected by belts a and b. A diagram showing two shafts A and B connected by belts a and b. A diagram showing two shafts A and B connected by belts a and b. A diagram showing two shafts A and B connected by belts a and b. A diagram showing two shafts A and B connected by belts a and b. A diagram showing two shafts A and B connected by belts a and b. A diagram showing two shafts A and B connected by belts a and b. BELTS. 133 A diagram showing a pulley system with a belt wrapping around it. A diagram showing a pulley system with a belt wrapping around it. Problems relating to the length of belts and amount of power transmitted are of frequent occurrence. Explanation of the manner of solving the most important examples are appended. The operations will in general be greatly facilitated by using the following table:
Table for determining Length of Belts and Power transmitted.
Length for Length of Belt, to be multiplied by distance between pulleys. ABCD CIRCUMFERENCE OF BELT WITH PULLEY. How-Far that unit is transmitted to a given point, in feet, per minute. For For For For For For For For For For For For For For For For For For For For For For For For For For For For For For For For For For For Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward Forward Backward ForwardBackwards
General Ind. Open Belt. Bolt Pulley, Open Bolt, and Large Pulley, Open Bolt. Small Pulley, Open Bolt. Distance Between Pulleys. Length for One Revolution. Distance Between Pulleys. Length for One Revolution. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use. For General Use.
Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)Total Power (HP)
BELTS.
Table for determining Length of Belts and Power transmitted-(Continued).
AMOUNT. Tons to Length of Belt, In. or Metric Length of Belt, In. or Metric Length of Belt, In. or Metric Length of Belt, In. or Metric
For For For For For For For For For For
Cord. Belt. Body Pulley, Pulley Body, Pulley Pulley, Speed Pulley, Open Pulley, Speed Pulley, Open Pulley, Speed Pulley, Open Pulley,
Diameter Diameter Diameter Diameter Diameter Diameter Diameter Diameter
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
BELTS.
Diameter Constant in column 3 Constant in column 4
Sum of radii Distance between centres Length of belt in feet
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 3 Constant in column 4
Constant in column 3 Constant in column 4 Constant in column 136 **BELTS.** Calculate the length of belt required. To find the middle radius, subtract twice the distance between centres from the length of the belt, and divide the difference by 0.5852. Draw arcs of circles equal to the largest radius of conoid 24 inches, smallest radius 18 inches, distance between centres 3 feet. What should be the middle radius? Divide the length of the table preceding rule, the length of belt is found to be 14.6 feet. 14.6 — 0 2.44 = 1.37 feet, about 184 inches, middle radius. b. Stepped cone, equal and opposite angles. The two continuous cones in the manner described in the previous example, divide them into the required number of steps, and draw step stepped cones. Assume one pair of radii, and calculate the length of belt with the given distance between centres. Assume at pleasure the difference between second pair of radii, divide this assumed value by the distance between centres, find the number of steps that will give the same length of belt, their difference being 1 inch. Calculating the length of belt, it is found to be 13.8 feet, $x = 0.04$ inch, corresponding number in column 2.001. 10.8 = 2.001 x 3 = 4.8 = 0.04 = 1.483. Corresponding argument in column 3 is $x + \frac{3}{2} = 14.6$ = sum of required radii. Larger radius = $\frac{16.5 - 1}{2} = 8$, inches Smaller radius = $\frac{16.5 - 1}{2} = 7.5$ + inches Another rule, requiring only one radius and distance between centres to be given, in order to determine the length of belt required. V. To find the area of contact between a belt and a pulley. From formula $A = \pi r^2$, find the area of circumference of the pulley that is in contact with the belt, and the diameter of the pulley. Divide this value by the radius of the pulley, and multiply by $\pi$. The result is the area of contact between the belt and pulley. In column 5, or $r$, the fraction of circumference in contact with both belt and pulley is angle of contact. Example: The length of the arc of contact of a belt with a pulley is 13.8 feet, and the diameter of the pulley is 24 inches; find the area of contact between them. Area of circumference = $\pi d = \pi \times 24 = 75.39$ square inches Area of arc of contact = $A = \pi r^2$ $\pi r^2 = A$ $r^2 = \frac{A}{\pi}$ $r^2 = \frac{75.39}{\pi}$ $r^2 = \frac{75.39}{3.14}$ $r^2 = 24$ $r = \sqrt{24}$ $r = 4.9$ Area of arc of contact = $A = \pi r^2$ $A = \pi (4.9)^2$ $A = \pi (24)$ $A = 75.39$ Area of arc of contact = $\frac{75.39}{\pi}$ Area of arc of contact = $\frac{75.39}{3.14}$ Area of arc of contact = $24$ square inches Now—In the rules given in the second method, it is assumed that the belt is drawn perfectly tight between the pulleys. Where there is much deviation from this in practice, it is better to use this rule: Example: A crossed belt passes over two pulleys whose radii are 4 and 5 feet respectively, and the distance between their centres is 12 feet. $(x + 3) - x$ = 12 feet; hence the arc of contact is .897. The area of circumference on large pulley is $A_1 = \pi d_1^2$ $= \pi (5)^2$ $= \pi (25)$ $= 78.54$ The area on small pulley is $A_2 = \pi d_2^2$ $= \pi (4)^2$ $= \pi (16)$ $= 50.26$ The area on large pulley is $A_3 = \pi r^2$ $= \pi (.897)^2$ $= \pi (.897)$ $= .897$ The area on small pulley is $A_4 = \pi r^2$ $= \pi (.897)^2$ $= .897$ The area on large pulley is $A_5 = \pi r^2$ $= .897$ The area on small pulley is $A_6 = .897$ The area on large pulley is $A_7 = .897$ The area on small pulley is $A_8 = .897$ The area on large pulley is $A_9 = .897$ The area on small pulley is $A_{10} = .897$ The area on large pulley is $A_{11} = .897$ The area on small pulley is $A_{12} = .897$ The area on large pulley is $A_{13} = .897$ The area on small pulley is $A_{14} = .897$ The area on large pulley is $A_{15} = .897$ The area on small pulley is $A_{16} = .897$ The area on large pulley is $A_{17} = .897$ The area on small pulley is $A_{18} = .897$ The area on large pulley is $A_{19} = .897$ The area on small pulley is $A_{20} = .897$ The area on large pulley is $A_{21} = .897$ The area on small pulley is $A_{22} = .897$ The area on large pulley is $A_{23} = .897$ The area on small pulley is $A_{24} = .897$ The area on large pulley is $A_{25} = .897$ The area on small pulley is $A_{26} = .897$ The area on large pulley is $A_{27} = .897$ The area on small pulley is $A_{28} = .897$ The area on large pulley is $A_{29} = .897$ The area on small pulley is $A_{30} = .897$ The area on large pulley is $A_{31} = .897$ The area on small pulley is $A_{32} = .897$ The area on large pulley is $A_{33} = .897$ The area on small pulley is $A_{34} = .897$ The area on large pulley is $A_{35} = .897$ The area on small pulley is $A_{36} = .897$ The area on large pulley is $A_{37} = .897$ The area on small pulley is $A_{38} = .897$ The area on large pulley is $A_{39} = .897$ The area on small pulley is $A_{40} = .897$ The area on large pulley is $A_{41} = .897$ The area on small pulley is $A_{42} = .897$ The area on large pulley is $A_{43} = .897$ The area on small pulley is $A_{44} = .897$ BELTS. 197 employ the first method. It frequently happens that the arc of contact, when the belt is at rest, is materially changed when motion ensues. At very fast speeds, the centrifugal force often reduces the arc of contact considerably; and as the power that a belt can transmit varies with this arc, its value may be greatly increased by employing the second method. VI. To find the speed of a belt, in feet per minute. Multiply the diameter of either pulley, in feet, by 30 revolutions per minute. Example: A belt passes over a pulley that is 16 feet in diameter, and makes 60 revolutions per minute. Find the speed of the belt. $$V = \frac{D \times 30}{\text{revolutions per minute}}$$ $$V = \frac{16 \times 30}{60} = 8 \text{ feet per minute}$$ VII. To find the power that can be transmitted by a single leather belt of given width passing over smooth iron pulleys. Find, in column 11 or 12, the power corresponding to an arc of contact of one half inch, two inches, three inches, etc., and draw a line through these figures. Then measure the width of belt in inches, and point off three figures of the product to the right. The result will be the horsepower transmitted. Example: A 16-inch belt, moving at the rate of 4,000 feet a minute, makes an angle of contact with the pulley of one half inch. Find the power transmitted. $$P = \frac{D \times V \times W}{1000}$$ $$P = \frac{16 \times 4000 \times 0.5}{1000} = 32 \text{ horsepower}$$ VIII. To find the width of belt required to transmit a given amount of power. Find the power transmitted by a belt 1 inch wide, under the given conditions, and divide the amount of power that is desired by this figure. The quotient will give the width of belt required. Example: A belt is to have a speed of 1,500 feet a minute, and to make an arc of contact of 210 degrees. Find the width of belt required. $$W = \frac{P \times 1000}{D \times V}$$ $$W = \frac{32 \times 1000}{16 \times 1500} = 2.67 \text{ inches}$$ IX. Power transmitted by a belt 1 inch wide is $L_1$ and $L_2$ is $L_2$ horsepower. Width of belt required to transmit $L_2$ horsepower is $W_2$. In these cases the coefficient of friction between the belts and pulleys is assumed to be constant. X. In these rules the coefficient of friction between the belts and pulley is taken as .43, and it is assumed that a safe working strain for a single leather belt, with the ends secured by both sheaves, is equal to one-half its breaking strength. If this rule be applied to belts wider than one inch, or to portions of belts in contact with the pulley; so that, for example, if the belt has four inches in contact with each sheave, then only two inches are considered as being in contact with the pulley; then it will be seen that all calculations must be made on this basis. If instead of leather, rubber belted are used, the above rules may be employed, provided that their coefficient of friction is known or can be estimated. If rubber belted belts are used instead of leather ones, Pulleys are sometimes covered with leather or rubber, in order to increase the friction between them. Mr. J. W. Sutton has made numerous experiments in order to determine the best form of covering for pulleys and shafts in order to obtain maximum power transmission. He found that when belts are used which will increase the transmitting power of a belt fully 100 per cent., then it is necessary to use pulleys having a radius greater than that calculated from formulae such as those here given. Suppose a pulley has a radius of 4 feet, and the distance between its centre and other pulley is 12 feet. What should be the radius of the other pulley, if the length of an open belt passing over both pulleys is 36 feet? First find whether the given radius is large or small one. $$x = \frac{36 + L_2}{2R}$$ If $$x > R$$ then $$x - R > L_2$$ If $$x < R$$ then $$R - x > L_2$$ Then according to formula, $$x = R + L_2$$ $$x = R - L_2$$ For continuous speed, let us assume that $$x > R$$ $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, $$x - R > L_2$$ Substituting values, ## Notation: - \( r \) = radius of larger pulley. - \( s \) = radius of smaller pulley. - \( D \) = distance between centres of pulleys. - \( E \) = length of belt. - \( F \) = force in lb., transmitted by a single leather belt, 1 inch wide. - \( W \) = width of belt, in inches. - \( P \) = horse-power transmitted by belt. - \( V \) = velocity of belt, in feet per minute. - \( S \) = speed in revolutions per minute. - \( G \) = coefficient of friction between belts and pulleys. - \( e \) = eccentricity (distance between centres). - \( S^* \) = sum of squares. - \( S^{\prime} \) = sum of squares minus twice \( e^2 \). ### Calculated Values: #### Open Belt: \( S^* = (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R + r)^2 + (R 138 **BESSEMER PROCESS.** If $R$ is assumed, $r = R - S \times (\frac{1.2708}{S} + \sqrt{\frac{0.6674}{S} + \frac{L - 0.5353 \times B}{S}})$ If $r$ is assumed, $r = R - S \times (\sqrt{\frac{0.6674}{S} + \frac{L - 0.5353 \times B}{S}})$ General Formulas, Crossed or Open Bolts. $F = 684 \times (1 - 0.1 \times \frac{0.00096}{W})$ $P = F \times W \times V$ $W = 25,000 P$ $V = \frac{P}{F \times W}$ In the United States, transmission of power by large belts is more common than in Europe, and probably the largest belts in the world are to be found in this country. Mr. J. H. Cooper, in a letter published in "The Engineer" of May 18, 1912, gives some interesting data on the sizes of belts we use selected: The string-belts of the New Jersey Zinc Works at leather, 4 thicknesses, 48 inches wide and 105 feet long. As developed in China, has a rubber belt, 6 ft., 1 inch thick and 225 feet long. These belts have been in use for a number of years, with very satisfactory results. Moser, Jr., Hoyt & Co. established at the Centennial Exposition a leather belt 8 feet wide and 184 feet long transmitting power from a steam engine to a water wheel. Hemp ropes running in grooved pulleys have been used instead of flat belts for transmitting power. The rope is made of hemp or other strong material and is placed in a groove in each pulley. A policy usually has severe proses, so that the strain is distributed between two or more ropes. Mr. J. H. Cooper says that the use of multiple ropes is not always desirable because it gives some examples of the use of rope-belinging, and thinks its general adoption is very desirable, because it is much cheaper than the use of one rope of rubber, and transmits power in a very satisfactory manner. The rope-belinging consists of a rope which is placed in a groove in each pulley, and the rope is run over the pulley by means of a pulley which is attached to the end of the rope. At times it can be run at a speed of 8,000 feet a minute, if used over pulleys having a diameter of about 2 feet. The application of rope-belinging working with tension varying from 250 to 849 lbs. for each rope. In one case a single rope was used to transmit power from a steam engine to a water wheel. Another example shows how much power can be transmitted by one rope when it is used with two pulleys. In another example, about 1,000 horse-power was transmitted by two ropes, at a speed of 750 feet a minute, and the total weight of the ropes was only 250 lbs., while the load was only 250 lbs. Taking the average value of the working tension for each rope at 800 lbs., the horse-power transmitted would be (300 x speed in feet per minute) + 25,000 for each motor. Suppose that we have a machine requiring 150 horse-power to operate it requires 64 inches in circumfer- ence, at a speed of 4,000 feet a minute. Each rope would transmit 300 x 4 = 12,000 lbs. or 26.48 horse-power divided by the power of a single rope. For the transmission of power over great distances, wire cables running in pulled pulleys or telegraphic cables are frequently employed. This mode of transmission is very much cheaper than either belt or rope-belinging. The cable used for this purpose is known as the "Bosch" cable, after its inventor, Dr. Gustav Bosch, Herrn Irmanns, Switzerland. It is found that the cable can be safely run at a speed of about three miles an hour without any danger to life or property. At speeds below this limit, intermediate carrying sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheaves are used to support the cable or intermediate sheves ## BITS AND AUGERS. In bitwork carpentry are found like wood spits in two parts, to give room for the sharps, and they are sharpened in various ways, as shown in Figs. 323 to 327.* Fig. 323 is known as the shad-bit, and also as the pegged-bit, or guilbert; it is sharpened at the end like a guage, and when revolved it cuts the wood with a sharp edge. Fig. 324 is known as the guilbert, or guilbert-bit; it is very similar to the shad-bit, but has a point on each side of the shank. This shad-bit is very general use; and when made very small, they are used for boring the holes in timbers. Fig. 325, the guilbert-bit, is generally bent up at the end to make a taper point, terminating on the diametrical line; it acts something after the manner of a common pointed drill, except that it does not cut so deep into the wood as the ordinary pointed drill. The shad-bit is used for boring holes in wood, and the guilbert-bit for making the holes for the wooden joints of saws, are of this kind. Oronomical bits are made of brass or steel, and are used for boring holes in wood for screws, nails, etc., and are invaluable, from their use. The diameter of the hole continues unmodified for a greater depth than that which would be bored by any other tool. The saw-bit, Fig. 326, called also the all-saw-bit and auger-bit, is slit up a small distance near its centre, and the larger piece of the end is then bent up nearly at right angles to the shaft, so as to act like a screw; this makes it capable of cutting through wood with great facility. The form of the saw-bit, which is very nearly a diminutive of the shad-bit, Fig. 324, is better seen in the horizontal position of Fig. 327. It will be observed that it is not necessary to have any teeth on its curved edge on the axis instead of radial. The augers are sometimes made 5 inches diametrical and 10 inches long; being removable shafts, for the purpose of boring wooden pump-tambours; they are denoted pump-augers. There is some little uncertainty of the meaning existing exactly at any required spot, unless a common point be first marked upon both pieces of wood to be joined together; and this may be done with a punch-point or some other tool; with augers a preparatory hole is frequently made, either with a saw or with a chisel; but this is not always necessary. In boring holes in wood for screws or nails, one piece of wood is usually fixed in a vise or clamp; while another is held in each hand, for the wooden pin or dowel; the bit is made exactly parallel; and it has a square head socket which fits his bit; so that, the work and socket being fixed in their respective A diagram showing a bit and auger. Many variations are made from the ordinary centre-bit; see Fig. 328. Sometimes the centre-point is made double-headed; that is to say, one head is for driving in screws or nails, and the other for boring holes. A circular mortiser around the same as for the head of a screw-bolt. This tool, known as the Mortiser-Bit, is much used in making frames and furniture; it is employed for boring holes in timbers, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used in ship-building for boring holes in planks, and for cutting out mortises in them. It is also used *Holmberg's "Furniture and Mechanical Manufactures." 140 ## BITS AND AUGERS. adjustable for radius. When the latter carries only a lens-shaped cutting, it is used for making the margins of circular recesses, and also for cutting out disks of wood and thin materials generally. A modification of this device serves for making grooves for inlaying rings of metal or wood in various ways, by means of a revolving bit which is driven through a mortise in the head of the tool and is secured by a key. This may be adjusted radially to follow any curve desired. The above tools being generally used for woods of the softer kinds, and the plankwood of the grain, the boring tools used for the hard woods assume the characters of the hard-wood tools generally. For instance, a Fig. 328 (b), has a square point, also two cutting edges, which are nearly diametrical, and sharpened with a file on both sides. The angle between these edges is about 60 degrees. In figs. 329 and 330, which represent the auger and chisel, which are afterward chartered on the inner side with a short knife, the angle of the edge is about 45 degrees. The cutting edge is made with a file on both sides. The chisel is then drilled, the teeth a and b being represented of corresponding sizes, and forming between them the annular space c. The chisel is then sharpened on both sides, so that it cuts hard mahogany very cleanly in all directions of the grain, and is used for drilling the various holes in the small machinery of pianoforte; this drill (and also the last) is used for drilling holes in woodwork, such as doors, etc., and for boring holes in iron. It is made by the French *simple de carpe*, the centre-point and the two sides melt into an easy curve, which is sharpened at each end with a file. The double-bitted auger (Fig. 331) is made in two parts; one part is made with spiral stem, in order that the shavings may be enabled to ascend the hollow worm, and thereby escape from under the other part; this part is called the *simple de carpe*. The single-bit auger, is forged as a half-round bar, nearly as in the section shown ; it is then coiled into an open spiral, with the flat side outwardly, to constitute the cylindrical surface, and the end is formed almost like a cone; this part is called *simple de carpe*. The double-bitted auger (Fig. 332), with a conical shaft, around which is fixed a half-round groove, the one edge of which becomes likewise sharp; this part is called *simple de carpe*. The double-bitted auger (Fig. 333), with from being smaller than in the common gimlet, acts with less risk of splitting. The ordinary screw-auger (Fig. 334), which is used for boring holes in woodwork, consists of a long spiral stem, having at its extremity a conical point; this point is cut off at an angle of 45 degrees; it is twisted round. The end terminates in a worm by which the auger is gradually drawn into the work, as in the gimlet, and the two angles or tips are sharpened to cut at the extreme ends, and a little below them; this part is called *simple de carpe*. The screw-auger (Fig. 335), or twist-drill shaft, around which is bound a single pin or rib; the end is filed into a worm as usual; and immediately below it there are two parallel grooves or flutes; these are called *simple de carpe*. The screw-auger, which exactly resembles the striking-point and chisel-edge of the central-bit; it may be called a centri-bit for deep holes. The parts are shown detached at fig. The house center is kept central by its square notch, embracing the central shaft of the auger; it is fixed by a wedge driven in behind, and held by a nut. *Twiper* augers are used for reaming out long-holes, making butter-printeis, etc. The centre-bit bores a hole, and is preceded by the taper reamer, which has a thread for the chips cut through from the edge of the hole; this reamer is driven into place by hand. An auger applicable to producing square holes, and those of other forms, is also an American invention. It consists of a long spiral stem with two fluted grooves on either side of its shaft; each end from within, with the corners in advance, or with four hollowed edges. In the centre of the square tube works a screw-auger, the thread of which projects a little beyond the end of the tube, A diagram showing different types of augers.






























































































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A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of augers. A diagram showing different types of Auger bits and their uses. This image shows various styles and designs commonly used in woodworking applications such as drilling holes in wood or metal pieces. Each style has specific characteristics like size, shape (round or square), threading type (single or double), and whether they have teeth or not. Some styles are designed for specific tasks like making grooves or reaming out long holes while others might be used for general drilling purposes. These illustrations provide insight into how each tool can be utilized effectively depending on its design features and intended application area within woodworking projects. Additionally, some images depict variations where additional components like screws or nuts are attached to enhance functionality or adaptability according to project requirements."/>

141 as so fast to penetrate the wood, and then to drop after it the sheath, and thus complete the hole at the process; the removed shavings making their escape up the warm and through the tube. Slaves orers are used for forming tons on spokes, chair-ligs, etc. In one form the cutting is at 180°, in another at 90°. The former is employed for the most part in making the adjacent of the angular joints of chairs. A device for removing a greater number, leaving wood on the inside and outside of its channel. The driving spur cuts laterally, the work being fed against its sides. A number of chisel-shaped spurs are sometimes used for this purpose. The most usual of the modes of giving motion to the various kinds of boring bits is by the en- dian carpenter's brace with a crank-formed shaft. The instrument is made in wood or metal, and is so constructed that it can be driven by hand, with a taper square hole, and a spring catch used for retaining the drill in the brace when they are withdrawn. The end of the shaft is furnished with a revolved head or wheel, which is pressed forward hori- zontally by a lever attached to the handle, and then vertically, by the left hand, which is then commonly placed against the forehand. The ordinary boring brace is too familiarly known to require further description, but it sometimes hap- pens that it is not properly adjusted for boring, swinging round the handle. The swivel-crank, Fig. 537, consists of two pieces, one of which is a pair of bevel-plungers, and a wind-handle that is planted on the axis of one of those, at various distances from the other, according to the size of the bit to be bored. Sometimes the bevel-wheel attached to the handle is turned by a lever attached to it; but more often it is worked by means of a screw or nut on the pin on the drill; this gives greater speed, but less accuracy. The spurs, which from their increased size require more power, are moved by traverse handles; some are very simple, others are more elaborate. The handles just like the gimbals; occasionally the handle is so constructed that it can be rotated about its own axis, the most common mode is to form the end of the shaft so as to allow it to be turned freely while it is being bored, or do it tightly driven. The bevel-wheels, and occasionally the other tools requiring but slight force, are fitted in such a manner that they can be easily removed from the lathe-handed by means of chucks, and the work can then be bored with any other tool that may be Google The ordinary boring machine in hand-boring ap- plies no flexible auger illustrated in Fig. 538, which is manufactured by Messrs. Stow and Benson, of Philadelphia. It consists simply of a lathe into tube with a spiral wire, and through which passes a bar having a point at each end. The wire is bent over at right angles to itself and for the auger respectively. These details are clearly shown in the drawing. A link passes through both ends of each wire and holds them together when the auger is in use. The drive is driven by a cord from a counterweight direct, or through a system of pulleys and belts. The length of wire varies from three-eighths to one inch, which is worked by a one inch cable; and the smaller sizes range from three-eighths of an inch upward, increasing by eightths of an inch; the longest cable hitherto employed is 16 feet. For metal-boring operations, see Dullon and Dullon's BOARD-MACHINES. See also WELL- BLAST FURNACE. See FURNACE BLAST. BLASTING POWDER. See explosives compounds. In ordinary blasting operations, simple drill-holes are usually fired, and may be so placed and combined in groups as to effect the displacement of great masses of rock; but in large operations mines are excavated for the removal of large masses of stone. The blowing up of rock by gunpowder is a simple process. The hole is bored in the rock, and in the immediate vicinity thereof placed a charge consisting of gunpowder mixed with sand or clay with a certain portion of gunpowder, and in them filled with clay or, more usually, with soft kind of rock. The charge is then ignited by means of a fuse or spark plug connected with a long piece of wire for- setting fire to it. At the present day, a variety of tubular fuse is used in the coal-ore workings of Pennsyl- vania; this consists of a long iron tube is used, and the fuse being inserted in such a manner that it will not fall out until it has been ignited by means of an igniter; this igniter consists of an igniter containing gunpowder enclosed in an egg shell, and is folded spirally around the tube, through which passes a string coated with molend powder or any other combustible material, and this string being passed through holes drilled in the tube at intervals equal to its length. Buckley's fuse is used in mines where it is not desired to fire several charges at once. When used, gunpowder is placed in holes drilled in rock or coal; these holes are then filled with water or oil saturated by a cap of fulminating powder; the fuse is slightly pressed at the end and inserted into the cap. Electrical firing is generally used for simultaneous blasting; by it, ignition of the charge is effected 148 BLASTING. in two ways. One is by interposing an exceedingly fine platinum wire (iron or alloyed metal will also answer) in the path of a current of electricity from a powerful voltaic battery, the resistance offered by the filament being sufficient to cause its heating to the point of fusion, and thereby melting the wire to reduce, and thereby exploding the charge. Another system of electrical blasting de- pends upon the fact that when a current passes through the terminals of two wires inserted in a suitable priming composition, which is thereby heated to a very high temperature, it produces a deto- nating charge of gun-cotton, nitro-glycerine, dynamite, and the like. Fig. 307 shows a diagrammatic view of the first method. The second consists in what belongs to the second system above noted, and which is claimed will cause the detonation of common blas- ting powder. In both cases, the electric detonators are practically con- structed on the same principle, and they differ only in the means of pro- ducing the charge of gun-cotton, nitro-glycerine, dynamite, and the like. Among the direct advantages of electric firing may be sum- marized: (a.) The absence of smoke; (b.) The absence of gas from fuse; (c.) Great- net safety; (d.) Elegancy of work. Tamping.—With black powder, delay is but partial, but with soft powders such as gun-cotton and nitro-glycerine, delay is complete until after tamping has been done. No tamping is needed but water; therefore siliceous-worms, hav- ing no difficulty in getting into the hole, can be used without danger. Water is an especially suitable agent for siliceous blowing, where it can be applied directly to the charge by means of a tube and funnel. Fig. 558 shows a change of siliceous-worms into water by means of a tube and funnel, and tape-line and exploder. Where the rock is split or scummy, tamping is necessary. This is done by inserting a piece of wood or metal into the hole, and this is said, however its explosive force by preventing close packing of the charge. In this respect, dynamic has a great advantage over blowers. It does not require any water and is safe even in asmay rock, there being no danger of running out, leaking, etc. In changing No. 1 dynamic was formerly thought that no has led to the practice of tamping the holes so loose as to tip with clay, The Principle of Tamping.—There are many other considerations, by: (a.) The shape in which the rock is presented, the size and number of the faces, the shape of the joint lines, and their direction; (b.) The nature of the rock at the time of the construction of the face; if it is heading work. (b.) The texture of the rock, whether it be hard or easy, firm or loose, whether it be brittle or tough; these experience gained in blasting coarse-grained, hard granular rocks have shown that it is much more difficult to blast them than to blast fine-grained structure of the rock, as to whether it be laminated, stratified, or fissured; upon its cleavage, etc., and open or closed joints; (c.) Whether it is friable or hard; (d.) Whether it is easily worked with hand tools used. (f.) Whether the hole is to be alone or simultaneously with other following holes; in the case of laminated rocks, whether it is due to how flow velocity of oscillation will best act in concert. (g.) The character of the fuse and tamping. 1. The hole should not be located in line with least resistance; otherwise the tamping would simply loosen up the rock around it instead of breaking it apart. 2. Experience has established the average ratio between the depth of hole and the length of the line of loose material required for tamping. This ratio varies from about 1:6 to 1:8 according to the depth of the hole; and experience has further shown that the charge of black powder should be, on thin rock about 100 pounds per cubic yard; on medium rock about 75 pounds per cubic yard; on thick rock about 50 pounds per cubic yard. 3. Holes ought in general to be bored at or under an angle of 45° ; a larger angle including, as much as 60° , is advisable when open faces occur; and a smaller angle advisable when the tex- ture and structure of rock are such that they do not permit a large amount of loose material. 4. The quarters of the depth of the hole. Further, as the mass thrown breaks in the general direction of the line of loose material required for tamping. In some cases this may be done at an angle greater than an angle of 45° , bounds the ejected mass, we must carefully observe. 5. The use of explosives having a low velocity should be avoided. 6. Cords and fuses and lines of stimulation in the rock must be carefully used to advantage. In general, we may say as to blasting in regularly stratified rock that: (a.) In general it should be done with a minimum amount of loose material at all times. (b.) The position of the hole holding the powder should be located within one side rock. This rule, of course applies equally well to all types of rock except those which are too friable for the powder-charges in the hole. If the charges intersect a stratification there will be, in general, a waste of force. Therefore, when drilling holes for blasting purposes it should always be remembered that if any part of a strati- fied rock is too friable for blasting purposes then it should not be blasted at all unless stimu- lated, though it gives more space for the powder to act on again, it ultimately less favorable manner. In many cases, then most solid material thereof. (c.) Some parts of rock should not be drilled if possible, if possible, in the direction of the laminae but according to circumstances, in an oblique or normal direction to them. Not only should Each shot be set so as to leave a bearing for following shots; but also BLASTING. 143 10. The proper volume should be blasted away. 11. Rock holes should be very deep, but shallow holes; coarse-damoted, moderately tough not allow voices of average depth; and brittle and solid rock works well with deep holes. In tough met wide holes, and in brittle rock narrow holes, are the more economical. 12. The hammer should be used to break the rock, and not to rebound of the hammer; a drill hard, but breaks easily. Examples are: Trap, granite, gneiss, syenite, etc. Fine, soft rock is broken by a hammer and chisel; and hard rock by a hammer and pick. 13. It is driving a heading, particular care should be taken that under no sort is disturbed the dryer part of the rock, which is usually found at the bottom of the hole. For this reason, a careful care is no respect should be paid in tunneling in taking out the heading or bench, that there be not a way through the rock which will be broken up by the blast. This is only very tedious, delaying the work, but is costly. For this reason, holes located new the heading are made. **Blasting Rock—The removal of Blossom Rock, in the harbor of San Francisco, is an example of** the process of removing substantial rocks by continuous concussion from below. Full particulars of this operation are given in the official report of Col. R. W. Wilson and Lieut. W. H. U. B. A. The top of the rock was about 1 foot below the surface of the water at mean low tide. A hori- zontal line was drawn on the shore parallel to the line of the rock, and a vertical line was extended within these boundaries was about 5,000 cubic yards, and consisted of a metamorphic sandstone of the same character as that composing the rock itself. The material was removed by means of a pulverizer. A W. Von Schmidt involved the sinking of an iron cylinder 6 feet in diameter, carrying an hobbell roller 8 feet in diameter, which was placed on the bottom of the cylinder, the rock being rammed into cylinders until inside the first and down into the expansion, and then out by augers (Fig. 388). It was, however, found difficult to place the iron cylinder in position without resorting to the Table with numbers 1-20 Table with numbers 21-30 ordinary crowbarkuffer-dam. The sinking of the shaft was commenced December 7, 1889. Only one man could work at a time, but in the space of 4 weeks a depth of 80 feet below low water was reached when it was found that it would be necessary to use a steam engine to keep up with heating. The rubbish was dumped upon one side of the rock, from which most of it was washed by the current during high tides; but some remained behind on account of its being too heavy to be moved by picks and sledges, only 10 lbs. of explosive (giant powder) being used in the whole opera- tion. In February 16 men found space to work, and by the 20th of April the dimensions of the excavation had been increased to 20 feet square and 20 feet deep; but owing to a short supply of left over from previous operations they were unable to continue their work until May 1st; when, left for support, but they were from time to time replaced with upright timbers from 8 to 10 inches in diameter driven into the rock at intervals of 4 feet each way; and after this measure had been tried for two weeks they were now made to blow up the shell. Fig. 388., copied from the official report, will explain the method of removing this rock from beneath water. The quantity removed was 450 tons; and as much as 30 tons per day was required for transportation; so that for every ton removed from beneath water 30 tons were brought up from above. The quantity used was 43,000 lbs. The vessels for containing it were 34 sail-casks of 60 gallons each, and 7 old tanks made of boiler iron, holding about 300 gallons each; and these were filled with water from a well sunk in the ground about 80 feet from the rock. A column of water about 200 feet in diameter was thrown into the air to bring down all loose rubbish which might fall into it while it was being pumped into them. The rock was found to be perfectly dolomitic. The following is an abstract of the project of the improvement of the East River: The removal was the removal of a mass of rocks that impedes the navigation from the Atlantic to New York by sea or Long Island Sound, and were situated in the immediate vicinity of Harlem's Pass; a prominent feature in that locality; and which have been known as "Hell Gates," because it has been well known as "Hell Gates," which caused a rush of water through the pass, and which, taken in conjunction with other obstacles in that locality, has prevented many ships from making passage to navigation ever since ships came up the river. The work began on January 15th last year; and work was commenced under the charter, Major General, of the United States Corps of Engineers, upon one of the obstructions known as Pot Holes. The amount of sinking charges being $1 on top of the rock, and fixing them by batteries on the shore opposite Pot Holes; and also on other obstructions along that line; and also on those opposite attaining this operation having been $18,000. The cost of this work has been $250 per man; some action was again taken in the matter; and General Newton, of the United States Engineers, reported on the obstructions in January, 1887, that he considered that they were not worth any more than $5 per man per month; but that they were was built specially adapted for drilling, Fig. 385., sited over the rock in which it was desired 144 BLASTING. to form the holes. In the centre is an octagonal well 32 feet in diameter, in which is suspended a wrought-iron door to protect the divers. At the top of this dome is a telescope 12 feet in diameter, with a 5-inch and 7-foot 6-inch objective and a 10-inch eyepiece. When the dome is in working position, it stands clear of the scow, resting on self-adjusting legs, which adapt themselves to the inequalities of the reef. The drilling engines, No. 1 and No. 2, are supported by moveable bridges, one at each end of the scow, and two in the middle. The No. 1 engine, running through the dome, no at the centre, the others ranged in a circle about 20 feet in diameter. This method was adopted in 1869, and considerable improvements were effected by it in two of the most formidable reefs. In August, 1869, the first works were commenced for attaching the main body of obstructions at Hambly's Reef, and for sinking a shaft to a depth of 100 feet below low-water-line. It was built of heavy timbers bolted down to the rock. The off-road-dam was completed and pumped out the following spring. The shaft was sunk to a depth of 100 feet in July, 1870. Work was continued till June, 1870, when it was suspended for want of funds. At that time 464 yards of rock had been removed at a cost of $4.75 a yard. In July, 1870, work was resumed on Hambly's Reef. A shaft was sunk to its full depth, the ten main radiating galleries being bored from it to a depth of 51 feet to 126 feet, and two of the cross galleries to a depth of 135 feet. No less than 4,300 cubic yards of rock were taken out. The shaft was then sunk to a depth of 100 feet below low-water-line, and all drilling having already been done by hand. In 1871 machine-drilling supplemented the hand-work. The main tunnel was driven from the shore side to a depth of 1,633 feet of main tunnel and 654 feet of cross galleries. In addition to these, 8,325 cubic yards of rock were taken out. The shaft was then sunk to a depth of 100 feet below low-water-line. The real was made to ascertain the exact contour of the rock, in order to regulate the operation properly. During this period observations were recorded in connection with the water-levels at various points on the reef. The diagram (fig. 2) shows the general arrangement of the reef and water-line. The water-line is indicated in dotted lines, and it will be seen that the main tunnels radiate from the sides of the shaft induced by the off-road-dam to the 2-foot water-line. Between these main galleries are cross galleries extending from side to side. These cross galleries series were connected by means of concentric galleries approximating to the contour of the reef, which was found to be irregular. The cross galleries were driven from shore side to shore side from sea level to 16 feet, and supported on 17 columns. In order to prepare for the immense blast which was intended for this reef, several hundred holes were drilled in the columns and roof to remove the charges, which were all connected together and brought up to the discharging battery on shore side by means of ropes. About half of these columns were driven to a depth of 9 feet; the proportionism however varied with the nature of the rock and other circumstances. It should be mentioned that some difficulty was caused in drilling some columns owing to their being too close together; but even so only a very small quantity of water pumped, however, did not exceed 500 gallons per minute. The following is a summary of the leading particulars of material used for the explosion:
Dry weight of charge Pounds
**"** paper **" 1,164
**"** powder **" 3,338
Total weight dry charge 45,901
"Bemlock" in cartridges 9,014
"Fulmin" powder in cartridges 14,834
Total charge 63,793
A diagram showing the general arrangement of Hambly's Reef and water-line. BLOCKS. 145
Total number of cartridges 500 Fusils. 13,898
brass primers 3,680
Number of iron pipes with primers 8,848
Number of iron pipes without primers 85
Total number of holes and pipes 9,933
Length of connecting wire Pets. 100,000
Number of wires used 100,000
Number of holes in each wire 900
There were employed 12 firing batteries of 40 cells each, 4 of 48 cells, and 3 of 44 cells. The distance of the firing point from the shafts was 600 yards. The hole was bored by means of a 15-inch siphon on September 11, 1876; and on the 24th, with scarcely any progress made. On October 2nd, the siphon was replaced by a steam engine. The work was continued until the dynamite was exploded, and the work which had been so many years in progress was thus completed in a month. The result was a depth of 13 feet at 160 feet from the shore, 16 feet from the shore at 220 feet, and 22 feet at the mouth of the shaft. The whole work has been done by hand labor, and no machine has been used. The shaft is to be dredged in order to complete the works. The estimate for completing the entire work of impounding the sea is $150,000. Blasting in Coal-Mines and Soft Rock—Blasting in coal-mines where fire-damp is prevalent is very dangerous. It is necessary to use only those explosives which will not produce excessive detonation, and to impel the safety of roofs and supports. Various devices are in use to red rock without exploding explosives. Mennell, Inboden and François employ a drill which may be guided by a line attached to a weight suspended from a rope. This method is not satisfactory, as it is difficult to guide the drill in the ordinary manner, is such that the least resistance is offered to the removal of the ground by the drill bit, and does not allow for any variation in the angle of inclination. A lever resting on 60 to 80 feet is attached to the piston-rod in the same manner as the drill. A wedge is introduced between this lever and the piston-rod, and when the latter is raised, the lever falls upon it and breaks it off. In the Scrimshaw pit (Bulgaria) a heading 277 feet long has been completed by this means in about half of its height by two men. A new method of drilling coal-mines, exhibited at the Paris Exposition, consists of a hydraulic cylinder which forces wedges upon a quartz previously inserted in the hole. The pump is worked by the water contained in a reservoir placed over the working face. This method avoids the explosion effect caused by the explosions of 14 ounces of powder. Mining in hard rock—In hard rock mining, owing to their great strength, the holes can be either perpendicularly to the face—e., in the line of least resistance—or at any angle suitable while black powder must be charged at an angle of $45^\circ$ or less in firm, unfractured rock; but in loose rock it may be charged at any angle up to $90^\circ$, provided it is not charged with no bearing; and in this country, though holes normal to the face are not the rule, deeper holes are sometimes driven parallel to it. The various methods of driving holes are discussed under EXPLORERS. The cost of mining varies considerably according to the district; probably $4$ days' wages of the miner (8 hours) by the coefficient $2.64$ for rocks to be quarried and blasted; or by $3.95$ for rocks to be blasted only in tunnel work; for open-out work, in the first instance $3.95$ for rocks to be blasted only in tunnel work; for open-out work only while free from congestion in tunneling and open-out work respectively. From time to time John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer show that John Newton's annual reports to the Chief Engineer shows 146 BLOCKS. of the block, and turning upon a pin passing through the shell and the centre of the sheave. Blocks are suspended by straps, either of rope or iron ; the latter are called iron-strapped blocks, and have frequently a swivel hook. A common sort of two blocks, one of which is attached to the line to be raised, is a swivel block, in which the power is applied at the end of the line, through which it passes (which is that part of the rope to which the power is applied) passed, compared with the space through which the line passes. The other block is fixed to the vessel, and is called the sheave. The sheave is usually made of wood, but sometimes of metal; it has a hole through its centre, and a groove round its circumference, into which the rope is inserted. The shell of the sheave or plate of the block is lined with bronze or gun-metal called a bushing. When the shell is made of one piece it is called a mortice-block; when more than one are united they are termed a block. The shell, either of the sheave or block, is termed the large. It has a bushing called a cowl around the pintle hole. The space between the sheave and its block through which the rope passes is termed the small diameter of the sheave; these, for naval purposes, are necessarily limited by constraining them to be made of one piece. The space between the sheave and its block through which the rope passes is termed the small diameter of the sheave; these, for naval purposes, are necessarily limited by constraining them to be made of one piece. The space between the sheave and its block through which the rope passes is termed the small diameter of the sheave; these, for naval purposes, are necessarily limited by constraining them to be made of one piece. The space between the sheave and its block through which the rope passes is termed the small diameter of the sheave; these, for naval purposes, are necessarily limited by constraining them to be made of one piece. The common sort of blocks used on board ship are called Running-Blocks; while one which is attached to the weight and hoisted with it is called a Running-Stock. A Stock-block consists of a single sheave, with a notch cut through one side of the shell so that it may be turned round freely. This kind of block is common use for shipping in this country. Its construction is easily understood from the figure. It consists of a circular plate having four holes bored in it, two on each side, and two placed with four pieces inserted between them at the top and bottom of the block. The whole is firmly bound with an iron strap. Figs. 207, 208, represent the construction of sheaves, with iron bushings, A diagram showing a running-block. A diagram showing a running-stock. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. A diagram showing a stock-block. An illustration depicting different types of blocks and their components. There are diagrams labeled "A," "B," "C," "D," "E," "F," "G," "H," "I," "J," "K," "L," "M," "N," "O," "P," "Q," "R," "S," "T," "U," "V," "W," "X," "Y," "Z." Each label corresponds to an illustration that shows various parts of blocks such as sheaves, shells, grooves, notches, holes, etc., and how they are assembled together. For example, label A shows two blocks connected by an iron strap. Label B shows two blocks with one attached to another via an iron strap. Label C shows two blocks with one attached to another via an iron strap. Label D shows two blocks with one attached to another via an iron strap. Label E shows two blocks with one attached to another via an iron strap. Label F shows two blocks with one attached to another via an iron strap. Label G shows two blocks with one attached to another via an iron strap. Label H shows two blocks with one attached to another via an iron strap. Label I shows two blocks with one attached to another via an iron strap. Label J shows two blocks with one attached to another via an iron strap. Label K shows two blocks with one attached to another via an iron strap. Label L shows two blocks with one attached to another via an iron strap. Label M shows two blocks with one attached to another via an iron strap. Label N shows two blocks with one attached to another via an iron strap. Label O shows two blocks with one attached to another via an iron strap. Label P shows two blocks with one attached to another via an iron strap. Label Q shows two blocks with one attached to another via an iron strap. Label R shows two blocks with one attached to another via an iron strap. Label S shows two blocks with one attached to another via an iron strap. Label T shows two blocks with one attached to another via an iron strap. Label U shows two blocks with one attached to another via an iron strap. Label V shows two blocks with one attached to another via an iron strap. Label W shows two blocks with one attached to another via an iron strap. Label X shows two blocks with one attached to another via an iron strap. Label Y shows two blocks with one attached to another via an iron strap. Label Z shows two blocks with one attached to another via an iron strap.. the sail-line and stream being constant-sink. Fig. 341 is an elevation of sheave shown arranging ment of Furling-pulleys or rolls, as admit of easier motion. She-Blocks are pieces of hard wood bolted on both sides of bowstring-head for receiving the fore- bowstring-heads. There is species of block termed Dead-Line, which are used for tightening or setting up as it is called on ships' rigging; they consist of three pieces fastened together by means of screws or bolts; when grooved on its circumference round which the lower end of the shroud, or as Iron strip, is fastened; these holes passing through the face (ranged in triangles), to receive the lashed or smaller rope, which forms part of its circumference; this rope being drawn tight by means of screws or bolts; but also edges of these holes rounded off prevent cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind; from this difficulty in cutting or lashing them; but this very imperfectly serves as well as does any other kind.; BLOWERS. 147 The other, fastened together; they are, in fact, one piece. The grooves are furnished with ridges, which prevent the chain from falling out of them. The lower lever consists of one shown, which is also furnished with a groove. To this pulley the hand is applied, and by means of the chain, the upper part of the lever is raised or lowered according to the inclination of the hand. When the hand pulls the chain downwards, the large portion winds up on the upper pulley, and the smaller portion winds down on the lower pulley, so that the large portion winds up on the upper pulley, and the smaller portion winds down on the lower pulley. With the arrangement as it is now, he can raise his weight about six times greater than he could raise without it. Two chains are used; one a slight, endless chain, to which the power is applied; the other, a short chain, which is connected with a hook, so that when the load may be suspended. Each of these chains works separately, and each has its own pulley. The rope is connected by means of a hook, which is connected by mechanism so constructed that, when the rope is wound upon the upper pulley, it will be wound upon the lower pulley; and when the rope is revolved, the sheave which carries the large chain does not move relative to the revolving, but very slowly. While the Differential pulley block has a mechanical advantage of 8 to 1, this double pulley block has only a mechanical efficiency of 4. A differential pulley block is illustrated in Fig. 344. The rope, after being fastened to the bottom of the top pulley, is passed around round the sheave of the lower pulley and then through a hole in a block called a brake-piece. To allow of the head being lowered, a cord is fastened to the brake-piece and drawn over a wheel or pulley; thus, by pulling this rope-pulley from the brake-piece, it will be lifted off its weight, care being taken not to let go of the puller-piece. Blowers are apparatus especially adapted to the creation of an atmosphere. They are also employed for the converse purpose of exhausting air. Their application was at first mainly restricted to the manufacture of paper and cotton-prints. For this purpose, the principal use of blowers may be summarized as follows: The generate blasts for forgings, and for all kinds of work requiring heat; for blowing into molds; for blowing into boilers; for blowing into furnaces; for blowing into kilns for drying fertilizers, bricks, etc.; for blowing air heated by fire or exhaust steam, or oil or gas; for blowing into presses; for blowing into vats for making beer or wine; for blowing into receivers for drying lumber or manufactured products, such as tule, paille, etc., or tobacco; for blowing into presses for making paper; for blowing into presses for making cotton-prints; and from wood-working machines; steam and vapor arising from paper-machines; and all drying engines in general. In addition to these uses there are many others where blowers are employed: in drying establishments; dust from reg and cotton-printing; flax and rape machinery; light impurities existing from the cleaning of grain; dust from gristling-room; blowers are also used as exhaustors in saw-mills and other places where there is a great amount of dust. In England there is a system known as "the Turbom," in which air is blown through a pipe containing a number of small holes. This air brings with it a current of warm water, cooled, moistened, or mixeded air, and public buildings and apartment houses liable to be infested with insects are ventilated by means of this apparatus. Another method of blowing air is by means of a boiler's steam or other solution; to raise fluids on the principle of the Giffard engine; as in cases where it is desired to cool liquids by forcing them through a tube immersed in water; and to affect an arrest of air by passing over it artificially-cooled surface, as in meat-preserving chambers and in locomotives; to furnish the suction or blast necessary to impel the machinery in factories. Of these three chief types of apparatus for generating alcohols we have: 1. The blowing-engines wherein air is forced through tubes filled with alcohol under pressure. This method has been much improved since it was first introduced by Sir Humphry Davy in 1805. It consists simply in forcing air through tubes filled with alcohol under pressure. This method has been much improved since it was first introduced by Sir Humphry Davy in 1805. It consists simply in forcing air through tubes filled with alcohol under pressure. This method has been much improved since it was first introduced by Sir Humphry Davy in 1805. It consists simply in forcing air through tubes filled with alcohol under pressure. 2. The vacuum-engine wherein air is drawn through tubes filled with alcohol under pressure. This method has been much improved since it was first introduced by Sir Humphry Davy in 1805. It consists simply in forcing air through tubes filled with alcohol under pressure. 3. The centrifugal-engine wherein air is forced through tubes filled with alcohol under pressure. This method has been much improved since it was first introduced by Sir Humphry Davy in 1805. It consists simply in forcing air through tubes filled with alcohol under pressure. For blowing-engine see Air Compressor. History.-Force Blower-Blowers' invention is shown in Fig. 345, consisting two main parts: (a) A cylinder having two pistons attached thereto (b) A piston rod connecting each piston with a lever arm (c) A lever arm having a handle attached thereto (d) A lever arm having a handle attached thereto (e) A lever arm having a handle attached thereto (f) A lever arm having a handle attached thereto (g) A lever arm having a handle attached thereto (h) A lever arm having a handle attached thereto (i) A lever arm having a handle attached thereto (j) A lever arm having a handle attached thereto (k) A lever arm having a handle attached thereto (l) A lever arm having a handle attached thereto (m) A lever arm having a handle attached thereto (n) A lever arm having a handle attached thereto (o) A lever arm having a handle attached thereto (p) A lever arm having a handle attached thereto (q) A lever arm having a handle attached thereto (r) A lever arm having a handle attached thereto (s) A lever arm having a handle attached thereto (t) A lever arm having a handle attached thereto (u) A lever arm having a handle attached thereto (v) A lever arm having a handle attached thereto (w) A lever arm having a handle attached thereto (x) A lever arm having a handle attached thereto (y) A lever arm having a handle attached thereto (z) A lever arm having a handle attached thereto. When the air enters the case at the induction opening, it is closed by the piston or rather than by any other device than that provided by this invention. The air passes through this opening until brought to the exhaustion-point where it is discharged. The system of construction and packing is such that no leakage occurs between any two parts whatever during operation at full speed at all times in contact. Besides producing a positive force-blasts, this machine operates effectively at speeds of 100 to 200 revolutions per minute. At the Cincinnati Industrial Exposition of 1871, Mr. J. H. Bower demonstrated this machine operating at 200 revolutions per minute at least 60 inches within 100 feet of belt; 44 inches circumference of pulley; 425 feet number; of meters per second. 345 148 BLOWERS.
TRIAL DATA.
Number of revolutions of main pulley per minute. First Test. Second Test. Third Test. Fourth Test.
Number of revolutions of blower per minute. 300 300 300 300
Diameter of main pulley in inches. 16 16 16 16
Area of blade in square inches. 37.68 19.84 19.84 19.84
Powers of belt in horse power to move blower (reduced to same speed).
Volumes of air delivered per minute in cubic feet (reduced to same speed). L155. L155. L155. L155.
Powers of belt in horse power to move blower (reduced to same speed).
Volumes of air delivered per cubic foot of belt speed (reduced to same speed). 8.715 8.56 8.56 8.56
Powers of belt in horse power to move blower (reduced to same speed).
Volumes of air delivered per cubic foot of belt speed (reduced to same speed).
No. A.300300300300
No. B.300300300300
No. C.300300300300
No. D.300300300300
No. E.
MELTING TONN.
The bolts slipped when the opening was closed. The volume is calculated from the following formula: $$V = C \times \frac{A}{G} \times \frac{F}{G} \times L \times \frac{P}{G}$$ $$V = C \times \frac{A}{G} \times \frac{F}{G} \times L \times \frac{P}{G}$$ $$V = C \times \frac{A}{G} \times \frac{F}{G} \times L \times \frac{P}{G}$$ $$V = C \times \frac{A}{G} \times \frac{F}{G} \times L \times \frac{P}{G}$$ $$V = C \times \frac{A}{G} \times \frac{F}{G} \times L \times \frac{P}{G}$$ The following table furnishes some interesting particulars as to the dimensions, work, dimension of discharge-pipes, and other details respecting these blowers.
BLOWERS. 149 working together as shown, and geared by a pair of equal wheels at one end of their shafts, to increase uniformity of motion. One of these bodies is a drum, turned on its outer circumference and at its middle in the part of the casing mostly, and having the hypoidal or ovate opposite each other, while the other body is a piston, which is moved up and down in the cavity formed by the two cylinders, at part fitting against the outside of the drum; alternately, one of the blades works into the hyperbolic cavity between the two cylinders, and then out again, so that both bodies work alternately. The body might properly be called the piston, as it performs nearly all the work; only a small part of the air enters the cavity through the opening in the head of the cylinder, which allows either atmospheric air to enter, or any surplus air to escape. The Baker rotary blower is represented in Fig. 547. The external case of the blower is made of metal and bored out truly. The ends of the machine are also made of cast-iron and faced off, with four flanges, which are bolted to the case. The central drum is made of cast-iron, and has two hands, which retain it in proper position. The drum receives a current of air from below, which passes through it in alternate passages, as shown in Fig. 548. As each one solid casting, and are all turned and halved so as to turn freely on their axis. The openings in the sides are to allow free passage of the vases of the central drum. The purpose of this arrangement is to prevent the air from being expelled only by rotating each drum in its proper position, but also to permit a portion of the air to pass through the central chamber, from which the air is expelled by the reason of contraction. This is shown in Fig. 549. It will be seen by this cut, as a section of a ring at all points of equal radius and area; and, as the vases of the central drum rotate around their axes, they force the air through them, which must be in a continuous stream. One advantage of this invention is that it can be used for blowing air into any part in a true circle; therefore, if the gears should fail, it would not be necessary to stop the machine. At a test made of this machine by a committee of the Franklin Institute of Philadelphia, in 1870, the following results were obtained. Experiments conducted as to forcing capacity and tightness by applying pressure-gauges to a machine for the operation of 100 cubic feet per minute at 15 inches pressure. I. Blower run for 6 hours at 180 revolutions per minute, equal to a displacement of 1,800 cubic feet per hour. A pressure gauge was attached to show how much air was blown out during beginning and end of the run, and found that no more than 30 cubic feet had been blown out. Food not to have varied. 2. Out-of-line blowers constructed to 9 square inches per square inch pressure was shown in the manometer, with an average pressure of 13.6 lbs. A repetition of this experiment for another day showed that it was not necessary to use manometer, with indicated horse-power of 13.6 lbs. A third experi- ment was made at 114 revolutions per min-ute, with indicated horse-power of 13.6 lbs. The machine was started with all doors closed, and the engine came to rest, after which a manometer was attached and indicating horse-power of 17.4 lbs. A further test was made by starting with all doors open until equilibrium was reached, and noting the fluctua- tions of pressure throughout one revolution of the machine. The resistance to flow was found to be constant at low velocities, being from 10 to 15 per cent. of the pressure applied; but when it was de- charged, the resistance on the drive- way half applied; and gradually in- creased throughout the rotation of the blower. 2. Figs., 548 and 549, show wheels with conical annular disks fitted on an axis driven by two belts to prevent tendency to wobbling. The air enters between the spokes A diagram showing a rotary blower mechanism.Google150 **BLOWERS.** A diagram showing the internal workings of a mechanical blower. The fan blades are shown rotating within a cylindrical chamber, with air being drawn in through the center and expelled out the side. The blower is supported by a shaft and connected to a motor. round the axis, and is driven forcibly by the curved flaps which span the space between the disks, being discharged into the peripheral chamber, whence it reaches the horizontal education-pipe, shown in the lower part of the figure. An oil-collector in each pulley gathers superfluous oil, and conducts the same to the central chamber, where it is condensed and conveyed away by a pipe. The exhaust-fans, and capable of removing 1,800,000 cubic feet of foul air per hour, are used for ventilating the Senate chamber and House of Representatives in Washington. In the Mechanical blower, Fig. 550, the fans are supported by a shaft, and caused to revolve by the revolutions of a cylinder contained in the shell. The fans are three in number, as will be seen by reference to the cross-section, loosely joined to the shaft, and so arranged as to adapt themselves to a continued rotation without any tendency to slip on their bearings. The shell is made of sheet-iron, and contains within it the fan-shaft. When the cylinder is in motion, the fans are caused gradually to project from the shell, and thus draw in air from all parts of the room. The air is thus led in one form accurately to the contour of the receptacle between the cylinder and the outer shell. The air is drawn in at such a rate that it is not possible for any to escape into the cut, and ejected from the lower extremity, as indicated by the outward-shooting arrow. The following conclusions were reached after experiments by Mr. W. Buckle: "Having given the velocity of air in miles per second, we have first to find its density; this may be done by dividing its velocity by 4.01, and applying the square of the quotient by 64. The square root of this product will be equal to the force in ounces per square foot, which, divided by 144, is equal to the density of air per square inch." "Or, substituting the following formula, we have $D = N \cdot 0.00084$. Where $D$ is the density of the air in ounces per square inch, and $N$ the number of revolutions of fan per minute, and $v$ the velocity of air in miles per second." "Having given the density in inches of mercury (1 inch of which is equal to 1 pressure), to find the velocity of air we have first to divide its density by 853.3, and apply this quotient to 84. The square root of this product will be equal to feet per second. Or, more simply— "Multiply the square root of the density in inches of mercury by 84, and this product will be the velocity." "It will be seen by the table that the velocity of tips of the fans is practically somewhat less than that of their diameter; but this difference is not very great. It has been found that when one tip of the fan is equal to nine-tenths of the velocity of a body would require in falling at a homogeneous rate." Experiments were made as to the proper size of the inlet openings, and on the proper proportions to be given to the vanes. The whole openings in some of the fan-chests were constructed from 17s., or original size; while others were constructed from 19s., or double size; and still others from 21s., or triple size. "First," that the power expended with the opening constructed to 12 inches diameter was as 24 to 1 compared with that with an opening constructed from 17s.; and that with an opening constructed from 21s., also the quantity and density of air delivered. "Second," that with an opening constructed from 12 inches diameter, compared with that constructed from 17s., inches diameter; the velocity of the fan being nearly the same; and also the area of its effect pipe; but the density of air increased one-fourth. "Third," that with an opening constructed from 21s., inches diameter; compared with that constructed from 19s., inches diameter; so far as regards velocity; but that no increase occurs in density until an opening is made which admits free and uninterrupted action in its passage to the blades of fan; for if we impede this action we shall reduce it. With a vanes 13 inches long, the tips which revolve at rate of 236.8 feet per second, air is condensed to .84 ounce per square inch above pressure of atmosphere, with a power of .64 **BLOWERS.** 151 hose; but a vase 8 inches long, the diameter at the pipe being the same, and having, therefore, the same velocity, condenses air to 6 ounces per square inch only, and takes 13 horse-power. Thus, the difference between the two is better than six times that of the former, while the power ab- sorbed nearly 1.5 to 1. Alike to the same extent is the size of the blades. The longer blade, approaching nearer the centre, strikes the air with less velocity, and the shorter one, which is placed near the edge of the pipe, strikes it with greater velocity than the other. The inference is, that the short blade must take more air than the long one, and that it assimilates a less quantity of the air. There are several other points to consider. The length of the vase demands a great condensa- tion as the proper diameter of the inlet opening. If there were no other object in view, it would be useless to construct a fan with a large vase and a small inlet opening, because it would not supply the proportion of the length and width of the vase, and the diameter of the inlet opening, rest the blowers on this principle. In the 14-inch blade the tip has a velocity 2.6 times greater at the tip of the blade than that at the centre. In consequence of this difference in velocity, we find that when we pass through any part of its passage along the vase, it becomes compressed in proportion to its centrifugal force. The greater the length and width of the vase, and consequently the greater distance between the head and the tip of the blade; consequently, the greater the density of the air. For reasons which will be evident hereafter, I recommend, for easy reference, the following propor- tions for the construction of the fan: *Let the width of the vase be one-fourth of its diameter.* *And let the length of the vase be one-fourth of the diameter of the fan.* *In adopting this mode of construction, the area of the inlet openings in sides of the fun-chose is to be half that of its width; and in front of it, multiplied by its width; or to same area as space described by head of blade.* The following table gives some facts varying from 3 to 6 feet diameter:
Particulars of Rod's Rotary Blowers. General Dimensions. Approach Wings.
Diameter of Fan. Width of Vase. Length of Vase. Diameter of inlet opening.
3 0 0 0
4 0 0 0
5 0 0 0
6 0 0 0
7 0 0 0
8 0 0 0
9 0 0 0
10 0 0 0
11 0 0 0
12 0 0 0
13 0 0 0
14 0.54256789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789123456789 TABLE OF BEST PROPORTIONS OF FANS.
Diameter of Fan.Width of Vase.Length of Vase.Diameter of inlet opening.
A.A.A.A.
B.B.B.B.
C.C.C.C.
D.D.D.D.
E.E.E.E.
F.F.F.F.
G.G.G.G.
H.H.H.H.
"The dimensions of these tables are laid down as prescribed limits, but as approximations obtained from best results in practice." Experiments have shown that it is necessary to diminish the admission of air into the exhaust or outlet pipe. By so doing, the width of this opening was varied from 0 to 0. 0 inches wide. The effect was very noticeable; for instance, when we reduced this opening from 0 to 0. 0 inches wide, we found that we could not obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from 0 to 0. 0 inches wide, we found that we could obtain sufficient power to drive our machine; but when we increased this opening from "As far as possible, all experiments were made with a constant speed." 153 # BLOWERS. Blowers was made for obstruction in the fire, but the area of the tuyeres was taken, having these pipes leading to them, and the velocity of the air, multiplied by the pressure, was taken to represent useful effect in horse-power. Results of Experiments with Common Fans.
NO. AND SIZE OF BLADERS Volume of Air per Minute Velocity of Air Pressure on Blade Pressure on Blade Velocity of Air Pressure on Blade Velocity of Air Pressure on Blade Velocity of Air Pressure on Blade
6 Blades, with cover. 85 72.0 13918 13550 98 4.0 120 130 4.0 161 97 4.0 120 127 4.0 161 95 4.0 120 123 4.0 161 93 4.0 120 120 4.0 161
8 Blades, no cover. 85 72.0 13918 13550 98 4.0 120 130 4.0 161 97 4.0 120 127 4.0 161 95 4.0 120 123 4.0 161 93 4.0 120 120 4.0 161
8 Blades, no cover. 85 72.0 13918 13550 98 4.0 120 130 4.0 161 97 4.0 120 127 4.0 161 95 4.0 120 123 4.0 161 93 4.0 120 120 4.0 161
8 Blades, no cover. 85 72.0 13918 13550 98 4.0 120 130 4.0 161 97 4.0 120 127 4.0 161 95 4.0 120 123 4.0 161 93 4.0 120 120 4.0 161




























































































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A considerable difference in the amount of useful effect was sometimes produced by the same power; but this arose either from a difference in the area of opening or in the pressure. When the pressure was increased, the velocity of the air was increased, and when the pressure was reduced with a fan than a high one. A tenth column of water is considered ample for cupolas. In all cases indicator figures were taken in order to arrive at the power employed, and figures were also taken separately for each blade, so that the total power could be determined for each blade, which indicates an excellent result, since the blades delivered the air regularly. The following rules were deduced from these experiments: The fan must be placed at such a point as to allow the air to enter freely into the centre; the width to be about two-thirds of the radius of the tips of the blades. The velocity of the tips of the blades should be rather more than the velocity due to the air at the pressure required, say one-third greater. In some cases, two fans mounted on one shaft would be more useful than one wide one, as in such an arrangement there would be less resistance to the passage of air through one fan than through both fans. Such an arrangement may be adopted where occasionally half the full quantity of air is required, as in such cases only one fan is necessary. Fans are less expensive in first cost and repair, for a given duty, than blowers; but when high pressures are required, they take somewhat more power to drive them. In other words, the fan is not so economical as a blower when high pressures are required; but this effect or "decrease" rapidly as the speed is increased for the purpose of increasing the power used up by a fan. It is desirable to have a large number of fans working together in series with a common outlet pipe, connected by a belt. The ordinary type of fan is very good, and by providing a sufficiently heavy wheel to pre-vent its running away in case of any accident to the driving belt or fan. In order to get an increase of speed from the engine, the fly-wheel may be driven by a sun-and-plane motor instead of a crank; this will give a much better result than a belt drive; and if this is done with a belt drive then, with a large pulley on the fly-wheel shaft, and a small one on the fan-shaft, high speed can be obtained. If it is desired to obtain a low speed with a large number of fans then this cannot be easily avoided if a large volume of blast is required at a moderate speed, thus can best be obtained by sending out several fans at once and then stopping those where a high pressure or great velocity of blast is desired, it is necessary to drive the fans rapidly. It is not advisable to construct a fan larger than five feet in diameter, and for most ordinary pur-poses one foot will do well. A silent fan can only be obtained by having valves which do not fill the ducts carrying the venes placed around them so that they are not exposed to direct current of air. Provide ample apertures for the entrance and exit of the air, avoid sharp turns or projections; in the middle part of the ducts place a damper so that when it is closed off all other parts remain open in position, so that they will be able to withstand the great centrifugal force brought upon them when driving at a high speed; as if any part became detached during working, great damage and probable loss of life might ensue. Fans, especially when large and driven at a high speed, should be wallled in all round, and every precaution should be taken against their being blown down by strong winds; this is particularly true when they are used for blowing out fires. The motive for fans should be made massive, as bending to reduce the vibration falls within our province. In fan-machineries simple as it is, it has been found that monthly and even weekly repairs have been incurred, in consequence of the want of exact balance among the parts of the fan upon its BLOWERS. 153 rule. With careful management in the first construction, this source of annoyance may be entirely removed. Another great fault consists of injudicious methods of "bringing up the speed" with too much rapidity, with a view to which it was certainly necessary to make use of as few intermediate pulleys as possible. The reason for this is that the greater the number of intermediate pulleys, the smaller pulleys than if the rate of the reduction of speed were more moderate. On the other hand, the increase of speed by means of fewer intermediate pulleys would be attended with a considerable number of intermediate half-pulleys, each of any importance are not inserted for months and even years. The great evil of too rapid raising the speed is the liability of the belt to slip upon the grooves of the sheaves, and also the tendency of the belt to run out of its groove, which will be subjected to sudden and violent strains, caused by its unequal hold upon the rim of the drum. The most important point in connection with this matter is to provide sufficient power to give a hold. But the best plan is to employ spur-gear in the shower parts of the motion, and thus avoid all danger from slipping. The following notes on the construction of fans will be found of practical utility: **Good Proportions.**—Inlet D in diameter of fan. Blades B in diameter of fan each way. Outlet E in width of blades. The area of exposure is best when about one-fifth of the density of blast, or per sq. in., and a load is applied equal to one-half the weight of the fan. The velocity of the circumference for different densities of blast is as follows, in feet per second at maximum per inch: 170; 180; 4; 190; 6; 205; 8; 215; 10. To find the Horse-power required for a Fan.—D = density of blast in ounces per inch. A = area of discharge as square in square inches = velocity of circumference in feet per second. $$\frac{V^2}{120 \times d} = \text{horse-power required}.$$ To find the distance to be obtained with a given Fan.—d = diameter of fan in feet. $$\left(\frac{V^2}{120 \times d}\right) = \text{density of blast in ounces per inch}.$$ Table showing Density of Blast. | Velocity | Area of Motion | Density | |----------|----------------|---------| | Foot per Second | Square Inches | Ounces Per Inch | | 130 | | | | Twin sets of blades | | | | 130 | | | | 170 | | | | 170 | | | | 205 | | | | 205 | | | | 215 | | | Table showing the quantity of air, or a given Density, delivered by a Fan. Total areas under line represents quantity to per minute, corresponding to (same as table) air delivered in cubic feet per minute.


























































































\end{table} Competitive Test.—The pressure-blower has an advantage over the fan in its delivery of a postive force blast measuring accurately the amount of air delivered per revolution. The blower does not depend upon frictional resistance for its motive power but upon a high velocity which gives a definite displacement. When the proper amount of air is supplied the combustion is in exquisite fur- nace conditions and no loss occurs through leakage around the joints or through escape of the air into carbolic acid on its entrance at the tuyeres, so this compound is readily recovered into carbolic acid as it passes through the charge. In order to secure the highest temperature conditions for combustion it is necessary that there be no leakage around any joint or ex- hose outlet, and this can only be done by a machine which delivers positively under all conditions of operation. Several different types have been tried and tested and finally two have been selected for use on this machine. The following formulae and arrangements have been employed: Both blowers were placed so that they could be easily adjusted to suit any particular condition and their performance was determined by a number of revolutions of the dynamometer-shaft was counted by an apparatus expressly built for the pur- pose. Each blower was provided with guard plates, on which four different sizes were blown, al- 154 BLOWERS. eight. These slides, containing the discharge-openings of 8, 14, 20, and 32 inches diameter, respec- tively, were made of 1-inch thickness, and fitted to each blower. The pressure of the air was mea- sured by a water-column, attached in such a manner and at such a place as to be affected properly by the pressure of the air discharged from the blower. The pressure-gauge was so arranged that it could be moved at a place in the experimenting-room, where the pressure-gauge could be observed. The machine used for testing the efficiency of blowers consisted of a cylinder with a large opening at the top, through which the air was admitted. When this opening was closed, the speed was regulated so that the water-gauge indicated the pressure re- quired to raise one pound of water one foot. The pressure required to raise one pound of water was then measured by means of a barometer. The barometer were read off and noted. Experiments of this kind were made with each blower, and conducted with openings ranging from 4 to 32 inches, and corresponding pressures from 4 to 16 ounces. In all cases, it was found that the greater part of the air discharged from the blower passed through the opening in the cylinder, and that only a very small portion of the air would be discharged by either the blower or the fan. It is also evident that the horse-power indicated by each blower is directly proportional to the square root of its area. This indicates that the power required by each blower to produce a given result, and show the comparative efficiency of each machine. The volume of air discharged per minute was calculated from the formula: $$V = \frac{m}{\sqrt{\frac{p}{g}}} \cdot A \cdot p = \frac{m}{\sqrt{\frac{p}{g}}} \cdot A \cdot p$$ In which \( V \) is the volume of air discharged per minute in cubic feet, reduced to atmospheric pres- sure; \( m \) is mass in pounds; \( g \) is acceleration due to gravity (32.17 ft./sec²); \( A \) is cross-sectional area in square inches; \( p \) is atmospheric pressure in pounds per square inch. \( g \), acceleration due to gravity = 32.17 ft./sec². A height of column of air of one square inch in section, raised one foot against atmospheric pressure requires one pound of weight. Therefore, the pressure of air in pounds per square inch = \( \frac{p}{g} \). coefficient of friction, depending on the shape of the discharge opening, and due to contraction and friction. This coefficient was estimated by interpolation of the values given by Froude's law. The useful effect, or the work done, was assumed to consist in giving the velocity \( v^2 / 2gA \) to the air discharged, and was calculated from the formula, viz. $$H = c.p.\frac{v^2}{2gA}$$ Example: Test No. 1: Pressure of air in pounds per square inch = \( \frac{p}{g} = \frac{1}{32.17} = 0.031 \). Area of dis- charge-opening = \( A = 16 \) sq.in., \( v^2 / 2gA = 0.031 \times 16 = 0.5 \). Useful effect in cubic feet per minute = \( V = 100 \). A.V.p. = 140 x 0.5 x 28.274 x \( \frac{1}{32.17} = 1.386 \) cubic feet. Useful effect in horse-power: \( H = p^2 / (32.17) = 0.5 = 1.386 \). VARIOUS FORMS OF BLOWERS.—Fig. 531 represents a steam-blower devised by E. Körting. It con- sists, its principal parts, of an air-accumulator formed of a cast-iron tube opening below into a reser- voir, which serves at the same time as a base-plate. At its upper extremity the accumulator sup- ports a dome, into which is fitted the blast-pipe d, the mouth of which is adapted to the opening into A diagram showing a steam-blower apparatus.531 BOILERS, STEAM. 155 At the outlet of the steam-gear, immediately below this dome, the steam-gear traverses the accumulator with an exit at the opposite end, as shown. At this end is the aspirator, formed of three cones, which admit air into its interiors, while the steam-jet is driven through the centre. The steam-loaded air passes through the aspirator, and is conveyed to the boiler, where it is condensed by the heat of combustion. The steam thus condensed is passed through the nozzle-pipe to the outlet of the boiler, and thence to the atmosphere. The air which has been heated by the combustion of fuel is drawn into the boiler through openings in the sides of the cylinder, and breaking upon an air inlet. The air thus carried into the cylinder has no more power than that which it possessed when it entered, but it is much more easily condensed than water, because it contains less quantity of water vapor per cubic foot than does water. The temperature which very nearly reaches that of the steam used. In the evaporating, a is the steam inlet; b, c the blower opening from the accumulator; d, e outlets for water of condensation. A simple form of blower is in the Trompe, or Water-Blow, of which Fig. 325 shows the principle. It consists of a large cylinder, closed at one end, and open at the other. A pipe is connected to the fall and quantity of water intended to be used, connected with a cleverly made, made air-light valve. When this valve is opened, water flows down into the cylinder, and is forced to fall, drawing in air as it descends through openings that are indicated by broken lines in the sides of the cylinder, and breaking upon an air inlet. The air thus carried into the cylinder has no more power than that which it possessed when it entered, but it is much more easily condensed than water, because it contains less quantity of water vapor per cubic foot than does water. The temperature which very nearly reaches that of the steam used. In the evaporating, a is the steam inlet; b, c the blower opening from the accumulator; d, e outlets for water of condensation. The Owington Cylinder of F. Bardsley are cheap to construct, and worked with little power are very efficient. They are constructed on a principle similar to that of a steam engine; viz., that of a cylinder revolving about a horizontal axis. The diagram (Fig. 326) represents such a cylinder as viewed from above; in which a section of one of the cylinders will afford an illustration of this action. A diaphragm, central, through the entire length and nearly across its diameter, divides this cylinder into two parts; one part being filled with water and steam, while the other part is empty. The steam enters through an arc of 90 or 100 degrees, by a connecting rod and crank gear; and after passing through this portion of the cylinder it escapes through a port in its side. The diaphragm prevents the content of water in the two semi-cylinders will come together as shown by dotted lines; and so will be respecte their mutual pressure and acceleration. BURNING OF THE STEAM-BURNER. The steam-burner is a closed vessel used for the generation of steam from water. BURNER STEAM. It is necessary to distinguish between two kinds of burners: one for use in furnaces, as for instance in locomotives and the majority of marine boilers; external as well as land-burners act in block-work boilers; and another kind for use in stationary engines and boilers for hot-water circula-tion and similar situations. Burners are constructed of cast iron and wrought iron, steel and copper. In stationary engines, such as those used for heating purposes in houses and offices, they are usually made with regard to size so that they may be used either with or without water; but in some instances these sheets are welded together; this last mode of construction having been recently introduced. Burners may be divided into two classes: those which have a flue or passage through them for air to enter into intimate connection with the flames and hence cause issuing from the furnace. Until a recent period, nearly all stationary burners were constructed on this principle; but now many are constructed on another principle. Of late years however what are known as sectional or water-tube boilers have been introduced; these consist of several sections each containing a number of tubes arranged in parallel sections each of which is quite small, and the inclining-shaft is not used. Hence several parts can be made light as well as strong; and it is claimed by some that an explosion of a single section would not injure any part of the boiler or its surroundings. It is not possible, in the limits of the present article, to give a complete treatise on this important subject; but I shall attempt to give some general references that will enable readers to obtain further information. Combustion and Fuel.-Combustion means combustion or unionation, i.e., the union of carbon or hydro-carbon with oxygen accompanied by light and heat. Though this definition is far from being scientifically exact, yet it was used in this sense without impairing propriety; in treating of the combustion of fuel in stationary engines. This term "combustion" has been applied also to chemical changes taking place during combustion; but since we are dealing only with physical changes we shall confine our attention to combustion proper. But before proceeding further let us consider briefly how combustion takes place in fire-boilers. The chief constituents of fire are carbon, hydrogen, oxygen compounds of these elements being called hydrocarbons; these latter contain carbon and hydrogen in definite proportions (which cannot be divided into lignite, bituminous, and anthracite), mineral oil, natural gas, seaweed, spent sawdust, ash and other refuse. There is generally some special arrangement of the furnace and proportionals of these materials so arranged that they may be burned with great facility. The reader who desires to thoroughly investigate the qualities of chief varieties of fuel will find a valuable collection of data in Dr. Percy's "Treasury on Metallurgy." The remarks in this present article must necessarily be confined principally to coal; for the fuel in common use. A diagram showing a cross-section view of a cylindrical burner. **BOILERS, STEAM.** Mineral oil, when burned under proper conditions, is one of the most efficient forms of fuel, in some cases about nine-tenths of its full calorific effect being utilized. An ordinary furnace can be readily adapted to its use. An improved process for burning liquid fuel is described in the Engineer, Aug. 1865. In locations where natural gas is obtained, this is frequently burned in the furnaces of boilers. Puddles—Puddling is a process by which the carbonaceous matter contained in coal has been removed, and a large amount of capital is invested in plants for the preparation, which consists, generally, in drying and compressing it. Considerable information is given on the prepara- tion and use of puddled coal in the "British Reports on the Various Industries," vol. xiv., p. 307; also in "The Engineer," xxxvii.; in the "Proceedings of the Institution of Mechanical Engineers," August, 1845, and the "Transactions of the Institution of Civil Engineers," vol. xxviii., p. 102. Coal—the fact most commonly employed in this country is coal, and some little space will be devoted to a consideration of the phenomena of its combustion. If a mass of coal is brought to a sufficiently high temperature, it will burn with great rapidity and complete consump- tion. First, the water is expelled; then the hydrogen in the volatile combustible matter unites with oxygen, forming water vapor; and finally, the carbon combines with oxygen to form carbon dioxide. When the temperature is sufficiently high and enough oxygen is present, or, under less favorable circumstances, furnishing only sufficient oxygen for the combustion of the carbon alone, all the carbon will be deposited as soot. The combustion of the fixed carbon next begins, and usually takes place as follows: The first combination of the carbon with oxygen produces carbonic acid, which, in passing through the walls of the furnace, becomes converted into water vapor. If it is allowed to pass away in this state, there is a considerable loss of heat, but carbonic oxide is a combustible gas, and may be used for heating purposes. This gas is converted into carbonic acid in the furnace, and thus the full effect of the combustion will be real- ized. As soon as this gas passes out of the furnace, it becomes exhausted; hence it is necessary for combustion, and generally, admission of air above the fire through holes in the furnace- door is found to be necessary. In many cases this air supply is frequently insufficient. In the practical working of boiler-furnaces, only a small portion of the carbon remains unburned. Very complete experimental investigations on the combustion of coal have been made by Messrs. Schenck- neidern and others; see their "Steam Engineering," pp. 109-112; also "The Engineer," July 1865. De Malleux's report (1868) states that many experiments have been made on this subject by Messrs. de Malleux (1868), 1869. Many of the following statements are taken from their reports. The heat- ing power of a boiler depends upon two factors: (1) The quantity of heat required to raise a pound of water from 53° F. to 212° F., or to raise the temperature of the feed-water from 53° F. to 212° F., or to raise the temperature of any other substance from any temperature below 212° F., up to that point; and (2) The quantity of heat required to raise a pound of steam from 53° F. to 212° F., or to raise the temperature of any other substance from any temperature below 212° F., up to that point. A table of this kind may be constructed for finding (either by calculation or from a steam table) the total amount of heat required to raise a pound of water from 53° F. to 212° F., at various pressures, and from various temperatures of feed, the amount for any particular case being:
Density Velocity Area Quantity Velocity Area Quantity Velocity Area Quantity Velocity Area Quantity
Sq. ft. Fpm Sq. ft. Fpm Sq. ft. Fpm Sq. ft. Fpm Sq. ft. Fpm Sq. ft. Fpm Sq. ft. Fpm
1 5,000 8 13,200 8 13,200 8 13,200 8 13,200 8 13,200 8 13,200
2 5,000 8 13,200 8 13,200 8 13,200 8 13,200 8 13,200 8 13,200
3 5,000 8 13,200 8 13,200 8 13,200 8 13,200 8 13,200
Head of expansion above 53° F. Amount per pound
From 53° F. to 70° F. 0.000000000000000000000000000000000000000000000000000000000000000
From 71° F. to 75° F. 4.4444444444444444444444444444444
From 76° F. to 85° F. 8.888888888888888888888888888889
From 96° F. to 115° F. 13.333333333333333333333333333336
From 126° F. to 155° F. 17.777777777777777777777777777779
From 166° F. to 212° F. 22.22222222222222222222222222223
To illustrate the use of this table, suppose it is determined, by experiment, that the evaporation at constant pressure is equal to $x$ pounds per square inch; and that at constant temperature it is equal to $y$ pounds per square inch; then we have $\frac{x}{y} = \frac{p_1}{p_2}$; i.e., at constant pressure $x$ pounds per square inch are equivalent to $y$ pounds per square inch at constant temperature $p_1$ pounds per square inch; and at constant temperature $x$ pounds per square inch are equivalent to $y$ pounds per square inch at constant pressure $p_2$ pounds per square inch. For example: At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. For example: At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that $x = 6\%$; then at constant temperature $p_1$, we have $y = \frac{p_1}{6\%}$. At constant pressure $p_1$, let us assume that \( x = y \); then at constant temperature \( p \), we have \( x + y + z + w + v + u + t + s + r + q + p + o + n + m + l + k + j + i + h + g + f + e + d + c + b + a + z + w + v + u + t + s + r + q + p + o + n + m + l + k + j + i + h + g + f + e + d + c + b + a - z - w - v - u - t - s - r - q - p - o - n - m - l - k - j - i - h - g - f - e - d - c - b - a\) BOILERS, STEAM. 157
Table of Terms of Engagement.
Term From To From To From To From To From To
1863-1864 1863 1864 1863 1864 1863 1864 1863 1864 1863 1864
A table with columns labeled "Term" and "From" to "To", filled with numerical data. 158 **BOILERS, STEAM.** The experiments of Moers, Kostner and Monier with different varieties of fuel, in an elephant boiler with heauses, give the following average values of the distribution of heat: **Summary of Moers, Kostner and Monier's Experiments on Distribution of Heat in an Elephant-Boiler.**
HOW EXPENDED. PER CENT. OF THE WHOLE EXPENDED.
Useful effect. 61.6
Precipitated combustion. 3.0
Combustible gas. 5.8
Mixed in smoke. 3.5
Carbon in smoke. 3.5
Radiation from chimney. 24.8
Total. 100.0
These experiments were made with care and were of sufficient duration to secure accurate conclusions to the question under consideration. It will be observed that the per cent. of useful effect is much smaller than is given by most experimenters, and this is due to the use of a higher number to express the calorific effect of the fuel. The ordinary method of expressing the calorific effect is by a calculation from the elementary analysis of the coal, using the following formula: $$C = \text{proportion of carbon}, \quad H = \text{proportion of hydrogen}, \quad O = \text{proportion of oxygen}$$ Calorific effect per pound of coal in thermal units = $$\frac{C + \frac{H}{4} - O}{1}$$ Thus, the calorific effect of a coal containing 76 per cent. C, 4 per cent. H and 4 per cent. O would be, by calculation, $14.90$ (or $0.76 + 4.83 + 0.53) = 19.32$. For experimental purposes, however, it was found necessary to make a more careful analysis than that which was used for determining the calorific effect of carbon and hydrogen, since conclusively that this formula is very misleading when applied to coals containing more than about 70 per cent. C. The results obtained by the same instrument that was used for determining the calorific effect of carbon and hydrogen, show conclusively that this formula is very misleading when applied to coals containing more than about 70 per cent. C. The results obtained by the same instrument that was used for determining the calorific effect of carbon and hydrogen, show conclusively that this formula is very misleading when applied to coals containing more than about 70 per cent. C. The author has also determined the calorific effect of some coals by means of a calorimeter, and the results obtained seem to be independently, and is accepted by the best authorities, although no very satisfactory explanation of the fact has yet been given. It appears that the heat evolved from a coal is partly due to its combustion in air, and partly due to its combustion in the coal; and that while the effect of the combustion of carbon in the form of charcoal has been seriously overestimated by many experimenters, it has been seriously underestimated by others. Dr. Percy, one of the few English writers who have referred to these results, thinks that more careful experiments are required before any general conclusion can be drawn from them. The writer will find a very interesting discussion of these experiments, by M. L. Gruner, in "The Engineer" and "Mining Journal," volii. The author's paper contains a good summary of the experiments referred to: **Summary of Analyses and Calorimetric Trials of Fuel, by Moers, Schmuck-Kostner and Monier-Delmon.**
ARGUMENT. BOMMELP. SALBEURCH.
No. No. No. No.
Elementary analysis of coal.
Carbon. 78.45 56.23 71.25 69.83 70.9867.8164.89










































Solid refuse. 11.52
The following table contains analyses and experimental heat of combustion of other coals, by the same experimenters, the dates being taken from "the Bulletin de la Société Industrielle des Mines," for 1868, 1869, and 1871; "L'Annale de Chimie," Fourth Series, xxx.; Fifth Series, ii., xii.; and Sixth Series, iii.; and "Comptes Rendus de l'Académie," 1869, Second Series.
Analyses and Experimental Heat of Combustion of Other Coals.
No. Coal Name Carbon (%) Hydrogen (%) Oxygen (%) Heat of Combustion (calories/g)
This table shows how different coals vary in their composition and heat content. | No | Coal Name | Carbon (%) | Hydrogen (%) | Oxygen (%) | Heat of Combustion (calories/g) | |---|---|---|---|---|---| | | | | | | | For example: | No | Coal Name | Carbon (%) | Hydrogen (%) | Oxygen (%) | Heat of Combustion (calories/g) | |---|---|---|---|---|---| | | | | | | | The following table contains analyses and experimental heat of combustion of other coals, by the same experimenters, the dates being taken from "the Bulletin de la Société Industrielle des Mines," for 1868, 1869, and 1871; "L'Annale de Chimie," Fourth Series, xxx.; Fifth Series, ii., xii.; and Sixth Series, iii.; and "Comptes Rendus de l'Académie," 1869, Second Series.
Analyses and Experimental Heat of Combustion of Other Coals.
No. Coal Name Carbon (%) Hydrogen (%) Oxygen (%) Heat of Combustion (calories/g)
Analyses and Experimental Heat of Combustion of Other Coals.
This table shows how different coals vary in their composition and heat content. | No | Coal Name | Carbon (%) | Hydrogen (%) | Oxygen (%) | Heat of Combustion (calories/g) | |---|---|---|---|---|---| | | | | | | | For example: | No | Coal Name | Carbon (%) | Hydrogen (%) | Oxygen (%) | Heat of Combustion (calories/g) | |---|---|---|---|---|---| | | | | | | | The following table contains analyses and experimental heat of combustion of other coals, by the same experimenters, the dates being taken from "the Bulletin de la Société Industrielle des Mines," for 1868, 1869, and 1871; "L'Annale de Chimie," Fourth Series, xxx.; Fifth Series, ii., xii.; and Sixth Series, iii.; and "Comptes Rendus de l'Académie," 1869, Second Series.
This table shows how different coals vary in their composition and heat content. | No | Coal Name | Carbon (%) | Hydrogen (%) | Oxygen (%) | Heat of Combustion (calories/g) | |---|---|---|---|---|---| | | | | | | | For example: | No | Coal Name | Carbon (%) | Hydrogen (%) | Oxygen (%) | Heat of Combustion (calories/g) | |---|---|---|---|---|---| | | | | | | | The following table contains analyses and experimental heat of combustion of other coals, by the same experimenters, the dates being taken from "the Bulletin de la Société Industrielle des Mines," for 1868, 1869, and 1871; "L'Annale de Chimie," Fourth Series, xxx.; Fifth Series, ii., xii.; and Sixth Series, iii.; and "Comptes Rendus de l'Académie," 1869, Second Series.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content.
This table shows how different coals vary in their composition and heat content. # BOILERS, STEAM. **Summary of Experiments on Fuel**, by Moers, Schwerer-Katzer and Munier-Dolfin.
DESCRIPTION OF FUEL PER CENT. PER CENT. PER CENT. PER CENT.
Pure Coal of Bituminous Coal of Anthracite Coal of Anthracite Coal of Anthracite Coal of Anthracite Coal of Anthracite Coal of Anthracite Coal of Anthracite Coal of Anthracite Coal of Anthracite Coal
1. Anthracite 18.76 17.3 8.56 14.56 81.58 15.008 13.007 20.54 14.008 14.008
2. Peatwoodchips 12.79 15.4 4.08 14.38 64.54 13.611 12.609 20.54 14.008 14.008
3. Peatwoodchips (continued)
Distribution of Heat, by Trial, per Pound of Combustible,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE OF HEAT DISTRIBUTION OF HEAT, BY TRIAL, PER POUND OF COMBUSTIBLE,TOTAL PERCENTAGE_of_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEATING_OF_HEETING_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heating_of_heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_of.heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_..._heeting_
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
Distribution of Heat by Trial per Pound of Combustible.
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Distribution A diagram showing the distribution of heat in a firebox with a flue box and a firebox door open to allow air to enter the firebox and a flue box to allow smoke to exit the firebox. The diagram shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout the firebox and the flue box. The diagram also shows that the heat is distributed evenly throughout A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside a shell. A diagram showing a boiler with a water tube bundle inside ``` 162 BOILERS, STEAM. The great economy of the Corliss boiler is found in the large proportion of fire, in the slow combustion, in the great care taken in firing and keeping a register of the duty, and in the protection of the boiler from radiation. Figs. 365 and 366 represent a form of boiler prepared and patented by William B. Johnson. The A diagram showing the interior of a Corliss boiler, with two furnaces on either side of the central space between the firebox and the steam chest. furnace, two in number, are placed one at each end of the flue, and the gaseous currents therefrom traverse, as shown by the arrows—meeting and mingling with each other in the central space be- tween the two furnaces—passing through the upper bottom flue, and then passing off through the outside bottom flue. Figs. 367 and 368 exhibit similar sections of a tubu- lar boiler with a single furnace. The gases here pass from the furnace into the chamber at the back of the bridge, and thence through the flue-chutes into an end smoke-box, in communication with the chimney, from which they escape to the atmosphere for cleaning, and is well surrounded with water. Figs. 369, 360, 361, and 362, represent views of an upright tubular boiler, well adapted in some situations for stationary purpose. Google BOILERS, STEAM. 183 A diagram showing the internal components of a boiler, including a steam drum, headers, and a water gauge. The diagram includes labels for various parts such as "Steam Drum," "Headers," and "Water Gauge." There is also a scale on the right side of the diagram. Illustration courtesy of the author. A diagram showing the internal components of a boiler, including a steam drum, headers, and a water gauge. The diagram includes labels for various parts such as "Steam Drum," "Headers," and "Water Gauge." There is also a scale on the right side of the diagram. Illustration courtesy of the author. 164 BOILERS, STEAM. The Egg-shaped Boiler, Figs. 383, 384.—This boiler is known as the "Droight Egg Boiler," and is much used in the United States. It consists of two vertical boilers, one above the other, and is heated by means of the waste heat of the puddling-furnace. Its great economy arises, in a great measure, from the vertical shape of the boiler, the whole of which is in general surface, and where the steam is formed, and also from the efficiency of its generating surface. The whole of the boiler is made of cast-iron, and may be further increased if the lower end of the inside flue was removed. The boiler is very strong, thus giving a better position for the generating surface. a, b, c, d, in the plan, show the places with respect to the inside flue, where the water is most rapidly heated from the puddling-furnace. Fig. 385 represents a longitudinal section and Fig. 386 a front view of a single return drop-flue, such as is used to drive the steam engine at the "Birmingham Iron Works." The boiler itself is 84 inches in diameter; a regular fire-box is made at one end, and the smoke and flame pass through a number of small flues at the upper part of the box, and are returned through larger and less numerous ones at the bottom of the boiler nearly to the fire-box wall, where they are taken up laterally into the chimney. All the flues are loose at the end of their passage through the boiler, so that when required they can be taken out without much work and ashes. Boilers of this form give very excellent expansive returns, and are used much in this country both for stationary engines and locomotives. Fig. 387 represents a section of a common locomotive boiler, and Fig. 388 an end view of one-half of it. Figs. 389, 390, and 391 represent a boiler invented by E. A. Bourny. The advantages claimed for this boiler have been to obtain an incredible saving of fuel, but to insure great safety, combined with restriction of cost. A is a cross-section through the fire and smoke box; B is a front view; and C is a longitudinal section. Above each other are placed three boilers; these are connected by pipes; those placed above each other; the lower part contains the fire-box, bridge-wall, and main flue; the upper one contains all excepting the main flue; between them is placed a small flue; in this way the boiler may be made much shorter, in dispensing with the main flue, in which case the return-flues can be made smaller than usual; they are placed on either side of each boiler; they are open at both ends, but as a flue is cut out on each of them, all the way along, and both joined there together, which leaves a free passage to both water and steam. Not far, at the junction of both cylin- ders, the water is drawn off from each cylinder into separate receivers; these are placed in two holes placed in each hollow, and both keep securely together by a number of traversing bolts. Figs. 392 and 393 represent two boilers similar to that shown in Fig. 391; but differing in view as economical mode of using the fuel, by establishing of a perfect circulation of the water. A diagram showing a cross-sectional view of a boiler with multiple return flues. Google BOILERS, STEAM. 165 through the tubes; the depositing of sedimentary matter in a receptacle below the fire, and the preventing of the passing of water, from foaming or other causes, into the steam-pipe and cylin- der. Fig. 372 is a vertical section through the centre of the boiler, and through the furnace attached thereto. Fig. 373 is a view of a part of the boiler, exposing the furnace part to be removed, and a re- verse section being made on the sectional plane in the line A-A' of Fig. 372, and at right angles thereto. The improvements in this patent consist in arranging the fire-chamber or furnace of a tubular A diagram showing a close-up view of a circular box with various compartments and lids. A diagram showing a cross-sectional view of a cylindrical object, possibly a boiler, with internal components visible. A diagram showing a side view of a cylindrical object, possibly a boiler, with internal components visible. boiler at the side, so that the heat shall act on the upper half of the tubes, in combination with a damp-room or partition, and due to carry off the flame, heated air, etc., to act on the lower half of the tubes, in combination with a damp-room or partition. The patentee also claims the making of the bottom of the boiler of a conical or diabol form, with a mud or blow-off valve in the lowest part of the conavity, in combination with the vertical tubes. A diagram showing a side view of a cylindrical object, possibly a boiler, with internal components visible. A diagram showing a side view of a cylindrical object, possibly a boiler, with internal components visible. communicating with the bottom in the manner herein described, to permit the deposit of the sedi- ment, there being a water-space surrounding them to induce a circulation of the water up the pipes and down the surrounding water-space, to wash the sediment toward the mud or blow-off valves. 166 **BOILERS, STEAM.** C. D. Smith's improvement, Fig. 374, consists in the attachment of a tubular furnace, containing water, to an ordinary tubular boiler, and thus adding some very efficient heating surface. Some A large steam engine with a cylindrical boiler and a horizontal firebox. experiments made in England, with a similar attachment to a Galloway boiler, gave very favourable results. (See Engineering, xliii.) The Lowe boiler, Figs. 375, 376, is built of steel. It is a tubular boiler, lengthened at the front, A close-up view of a steam engine showing the boiler and firebox. so as to form a chamber into which the products of combustion pass on their way to the tubes. It has, also, a superheating drum. A diagram showing the arrangement of the tubes in a boiler. The Galloway boiler, Figs. 377, 378, is a cylinder with an internal flue, consisting of two furnaces at the front end, opening into one half-flue of an irregular oval shape, and by means of which the water is constructed of steel. A diagram showing the internal structure of a Galloway boiler. In 1919 instances the Plowes rotary boiler, which is a cylinder revolving on trunnions, directly over the furnace. Encircling cups or cones are attached to the outer wall of the cylinder for keeping them covered with water, and the tubes of the inner row are intended to be heated by the products of combustion. The results of this boiler (experiment 65, p. 206) with the mean of experiments 16 and 17, page 205, made in a boiler which did not have such a revolving feature but not so favorable, render it doubtful whether the revolving feature is of especial advantage. A diagram showing the internal structure of a Plowes rotary boiler. BOILERS, STEAM. 167 A water-tube boiler. Figs. 380 to 385 represent sectional or water-tube boilers. The boiler, Fig. 380, was built by Mr. Stevens in 1869, and now preserved in the steam-engine laboratory of the Surveyor General of Technology, seems to have been the earliest example of this form. The results of using The first invention is usually given to a Mr. Moore, some 30 years later. Dr. Alban used a sectional boiler in 1849, and Perkins in 1854. The Harrison boiler, Fig. 381, was probably the first sectional boiler that was brought into general use. The following is a brief account of many of the earlier forms of sectional boilers in "A Practical Treatise on Steam Engineering," by W. H. Boulton, W. F. Burgh, and "The Proceedings of the Institution of Mechanical Engineers," 1862. The Harrison boiler, Fig. 381, is constructed of hollow cast-iron spheres, each 8 inches in diameter externally, and 6 inches internally. The spheres are joined by curved necks 54 inches di- ameter, which are connected with the shell by wrought-iron bolts and caps, and by means of a central tube or pipe, which may be either a pipe or a flue, or both opposite lateral openings to each sphere, and are called by the inventors "the central tubes." These tubes may be. These units connect by remote joints, accurately made on the edge and fitting closely, making, when drawn together, a steam and water-tight joint. A sectional view of a water-tube boiler. 168 **BOILERS, STEAM.** For an interesting account of experiments of the most severe character made with this boiler, by the Committee on Science and Art constituted by the Franklin Institute, see *Journal of the Franklin Institute*, February, 1867. A diagram showing a series of cast-iron sections forming a complete boiler. The sections are rectangular in form, 34 feet long, 2 feet high, and 4 inches thick. 885 The Easter boiler, Fig. 885, consists of a series of cast-iron sections, each of which forms a complete boiler in itself, rectangular in form, 34 feet long, 2 feet high, and 4 inches thick, the iron being 34 inch thick. Each section is cast with 12 openings through it, 2 inches by 12 inches. These openings form fire-tubes, and increase the heating surface, while its walls tie the flat sides. A diagram showing the interior of one of the cast-iron sections. The sections are rectangular in form, 34 feet long, 2 feet high, and 4 inches thick. There are 12 openings through each section, 2 inches by 12 inches. These openings form fire-tubes. 886 A diagram showing the exterior of one of the cast-iron sections. The sections are rectangular in form, 34 feet long, 2 feet high, and 4 inches thick. The openings through each section are visible on the outside. 887 BOILERS, STEAM. 169 of the section together. Every angle is rounded inside and out; and the bottom and top faces of such sections have a wave-like form, to allow for contraction and expansion. The sections are arranged over the fire on edge, transversely to the line of draught, with spaces of 1 inch between them. The water is admitted through a central pipe, which passes through an entire heavy flue pipe extending through the wall of the setting to a main feed-pipe outside, common to all. The upper part of the boiler is connected by a main steam-pipe. The main feed-pipe has plugged openings directly on line with the bottoms of each section, to facilitate the cleaning of the section. The construction of this "Ammes" boiler will be rendered plain by reference to Fig. 384. The Babcock and Wilcox boiler, Fig. 384, consists of a series of vertical tubes, placed in a row, and connected at their lower ends by a manifold chamber, which latter chambers are connected as shown in Fig. 385, to a common header. By means of diaphragm plates, the products of combustion are deflected three times in their passage to the chimney. The general arrangement of the Howard boiler, an English invention, is shown in Fig. 387. As part of a trial of this boiler, comprising many interesting particulars, I was invited to visit Mr. Howard's Elstree Engineering Company, xiv. It is, in many respects, one of the most useful reports on a boiler that can be made. The tubes of the Root boiler, Fig. 387, are connected as shown in Fig. 388. The outer and inner tubes are bent into curves, and curved, the joints being formed by the aid of soldering-iron and solder. The tubes are fixed at the points of connection, with the intention of making the separation of steam in a dry state. It will be seen, from the location of the water-tubes near the top and bottom surfaces, that they are exposed to a large surface. In the Whitlamham boiler, Fig. 389, the water is contained in the narrow spaces between the two tubes (Fig. 390), which are bent into curves and then through the inner ones, so that there is a large amount of heating surface, compactly arranged. The outer tubes are fixed at the ends in carriages of a slugging form. The inner tubes are threaded on the ends, and secured by hollow nuts with faced collars, which also draw the outer tubes firmly to their seats when screwed up. A vertical drum of considerable size is sometimes added, thus increasing the capacity of the boiler. A recent form of sectional boiler consists of a coil of pipe, through which the feed-water passes by forced circulation from a separate feed-pipe. This is known as the "Circulating Boiler." Portable boilers.—The boilers used in connection with portable or self-contained engines are usually of the locomotive or vertical variety. Particulars concerning their dimensions and performance will A diagram showing a sectional boiler with multiple horizontal tubes. Google 170 BOILERS, STEAM be found under the heading Heat-Engines, and in this place only one or two of the more peculiar forms are illustrated. The Dewey-Pasman boiler, Fig. 369, is a vertical boiler, having a set of bent and tapering tubes A diagram showing a vertical boiler with bent and tapering tubes. In the fire-box. Reflecting valves are placed at the tops of the tubes to change the course of the water in the boiler. The Simpler boiler, Fig. 369, consists of two cylindrical sections, the annular space between the two containing fire-tubes being arranged radially. The special forms of boilers used for steam fire-engines are described in the article Engines, Fire. A diagram showing a horizontal boiler with multiple fire-tubes. A diagram showing a horizontal boiler with multiple fire-tubes. A diagram showing a horizontal boiler with multiple fire-tubes. A diagram showing a horizontal boiler with multiple fire-tubes. Hampson's boilers—Figs. 391 to 396 show the forms of stationary boilers largely used in England and France. The Lancashire boiler, Fig. 395, has two furnaces in which the furnaces are located. The products BOILERS, STEAM. 171 of combustion pass through these internal flues, then through the side-flues to the front of the boiler, returning by the bottom flue to the chimney. The Fairbairn boiler, Fig. 384, has three cylindrical shells, two of which contain flues with furnaces, now in use in the United States, and one of which is used only in India. The products of combus- tion, after leaving the internal flues, re- turn through the side-flues to the front and pass to the chimney between the two cylindrical shells. The Elephant boiler, Fig. 385, has three small cylindrical shells, connected by tubes to a large central shell. The products of combustion first pass around the central shell, then entering the front by a flue on one side of the shell proceeding through a flue on the other side. (For an account of a very thorough trial of this boiler see "Le Moniteur de la Société Industrielle de Mulhouse," 1875.) In each case the results of experi- ments with several of the boilers that have been described. Only those boilers in which a majority of in- stances, the stationary boilers in use in the country at present, are set in brickwork. Some notes in relation to the setting and firings are appended. The steam is admitted into the furnace by a pipe: The front, tie-bolt, bearing-laws, gate-laws, supports, damper, connexion, and chimney-doors. The boiler, shown in Figs. 387 and 400, should be made high enough to extend above the top of A diagram showing a boiler with a top cover and side walls. The top cover is lifted off to reveal the interior. the boiler, so that the side-walls and back can also be built up and the boiler covered on top. For the sake of characterizing the price of the fixtures, some butler-makers form a general idea that, when the boiler is set, the top is left uncovered. Although this plan reduces the cost of the fixtures A diagram showing a boiler with its side walls and back built up and covered with a top cover. end setting, it is the cheapest in the long run, since there is a great loss of heat by radiation from the uncovered portion of the boiler. The supports for a boiler may be of two kinds, a single support at the end for a boiler of ordinary length, and intermediate supports for a long boiler. The best form of support for the end of a boiler is shown in Figs. 389, 399, 401, and 406. The boiler rests on a metal-iron molder, $R_1$ A diagram showing a boiler with its supports and connections. 172 **BOILERS, STEAM.** which is supported on rollers, $C$, the latter resting on a plate, $D$, on the brickwork. By this arrange- ment the boiler is free to expand and contract under changes of temperature. Sometimes the boiler is supported by a plate, $D$, on the brickwork, but this arrangement is not so convenient as that which is done in the case of very short tubular boilers, and the roller support is preferable for every purpose. Very long boilers require to be supported at intermediate points. This is commonly done by means of suspensions, as shown in Fig. 408, in which the suspension-ends, $E$, are attached to a plate, $D$, on the brickwork, and the boiler is supported by a spring, $G$, placed between the ends of the boiler. The spring is usually made of wire, and its length can be adjusted to suit the size of the boiler. When a fire is made under a long boiler, the bottom becomes more nearly heated than the upper portion, and consequently the boiler expands more at the bottom than at the top. In consequence of this occur- ring, as well as in many cases fracture occurs, or the boiler is said to break its back. Mr. Hoad, in his "Steam Boiler," says that "the boiler is said to break its back when it has been heated uniformly throughout." This is represented in Fig. 408. The suspension-ends, $E$, are attached to a plate, $D$, on the boiler, and, instead of being rigidly secured by nuts to the guardrail, $F$, have stiff vulcanised springs, $G$, which keep them in contact with each other. These springs are placed at intervals along the length of the boiler and between the supports. If course, when the boiler is heated, the springs will allow it to be drawn away from one another; but as soon as they become cold again they will draw it together again. As the boiler is considerably expanded from the top might produce distortion of the circular form; and to prevent this from occurring, a small amount of water is kept in the boiler. The bolts are often used to connect two the side-walls. The ordinary form is represented in Fig. 404, the bolts passing through casings, $A$, which act as large washers. The steam chamber is usually constructed of cast iron plates placed at the junction of the front connection or connecting-duct with the chimney. Openings should be left large enough to per- mit a passage for air into the chamber. These openings are usually closed by means of casings and chimneystones. The bottom plates are the supports of the guards. The front wall acts as an outer from, or bolted to it, and the back-bearer is laid on the bridge-wall. In the case of long boilers, an intermediate bearer is required, which is anchored in the side-walls, and supported in the middle of both walls by a horizontal beam or stringer. This beam or stringer may be placed either in a vertical line with doors or by walls or arches into several narrow ones, both for convenience and economy in firing. Wide furnaces are generally provided with two such beams or stringers; but where economising a considerable gain of efficiency. The arrangement of the boiler front fixes the position of the guards, or their distance from one another. The distance between these guards must be equal to that between bolter-makers, with respect to this distance, which is usually between 18 and 34 inches--generally nearer the larger figure. It is obvious that the iron front can be disengaged with difficulty, and the boiler sustained on brickwork alone. This is quite frequently done but the plan does not appear to possess any special advantages; and it would seem that it would be better to use some form of casing for the front were used. The general arrangement of setting for a plain cylinder-boiler is shown in Figs. 395, 396, and 399, and calls for little remark. In the engraving, the top of the boiler is covered with brickwork, but it is advisable that a plan run parallel with its longitudinal height, i.e., its face in space with dry earth or sand. Where concrete is assumed, this should be laid on bricks or stone blocks set in mortar around the boiler or make a joint tight so that none of the heated gases can escape. It will be seen that even if there be no room for expansion between two adjacent boilers there will still remain a considera- tance; and if it is more convenient, a horizontal bridge-wall can be built care being taken to leave the proper distance between adjacent boilers for expansion purposes. An average value for the proper area over bridge-wall is three-fourteenths of the area of the grate; and because of this fact it appears that where there are four boilers in line with one another and no products of combustion instead of passing from the back connexion to the chimney return through the tubes or flues to pass out through one end of each boiler. In Fig. 408 is shown the manner of setting a boiler in brickwork, with double walls and an air- chamber. A similar arrangement may be adopted for all boilers except those having an expense than the ordinary setting; and must be done with great care to make solid and stable walls. The chimney may be constructed either of iron or brick-work, and made as high as is convenient. It should always be placed at least 15 feet above ground level; but where possible it should not, have its height increased to advantage. It is well to make the chimney with the same internal cross-section as that of the boiler; but if this cannot be done then it should be made larger with a smaller interior. For a square or rectangular chimney make the section at least 15 feet and for a round chimney at least 12 feet diameter; but do not increase its height unless it serves no harm in making it larger since its sec- tion can easily be regulated by use of one of the dampers. Where one chimney is used in connexion by two or more boilers, let fire come from each should be readily obtained from each boiler without interference from any other source; also all flues directio- nals connected with the chimney into which all else flue discharge in such a manner as to prevent the interference of products of combustion from the several boilers. BOILERS, STEAM. 173 Furnace for Standard Furnace in which material is to be used as fuel are represented in Fig. 408 and 409. The boiler should be quite short, and the grate-surface should be about twice as large as for coal. Combustion of cast-iron, as shown in the figures, are used. The furnace should be set back some distance from the boiler, as shown in Fig. 410, having one point on which the A diagram showing a furnace with a grate and a firebox. A diagram showing a furnace with a grate and a firebox. wood is first piled, and gradually pushed upon the fire. It is generally well to have at least two distinct furnaces, which can be fired alternately. It is also necessary to have a high chimney or a forced draught. There are several special forms of furnace for burning waste material, such as wood and wet spent tan. One of the best designs, as constructed by Mr. J. B. Hoyt, is shown in Fig. 415. A diagram showing a furnace with a grate and a firebox. A diagram showing a furnace with a grate and a firebox. The furnace, or oven, as it is called, is near but not under the boiler, and the fuel is fed into the furnace from below. The heat is conducted through the walls of the furnace to the water in operation. The question of the efficiency of furnaces using wet spent tan as fuel has been the source of extensive litigation in this country, and voluminous testimony that was given, however, strongly supports the principle of theories which a few simple experiments have overthrown. The most reliable informa- A diagram showing a furnace with a grate and a firebox. A diagram showing a furnace with a grate and a firebox. mation about the performance and relative merits of detached furnaces for burning refuse material to be found in the "Report of Thorin Shiel, C. E., on the Comparative Economics of Burning Wet Spent Tan by Various Detached Furnaces." A summary of the results obtained by Mr. Shiel is appended. A diagram showing a furnace with a grate and a firebox. A diagram showing a furnace with a grate and a firebox. 174 # BOILERS, STEAM. **Summary of Experiments on Wet-Tim Furnace, by Theron Snel.**
Number for Test Weight of Coal consumed per hour. Pounds of water consumed per hour. Pounds of water evaporated at 100°.
Wt. Dry. Total For Steam For Steam Per Hour Per Hour Per Hour
1 4.648 1.710 6.358 640 37.5 4.19 3.82 2.919 3.79
2 4.648 1.710 6.358 640 37.5 4.19 3.82 2.919 3.79
3 4.648 1.710 6.358 640 37.5 4.19 3.82 2.919 3.79
4 4.648 1.710 6.358 640 37.5 4.19 3.82 2.919 3.79
5 4.648 1.710 6.358 640 37.5 4.19
The detailed furnace has also been applied, by Mr. Hoyt, to the combination of bituminous coal, as illustrated in Figure No. I., which shows the arrangement of the furnace, and the manner in which it is only used to admit air through small holes, and not the heat, but clean it, or clean it in some way, so that it will be used in the same manner as the ordinary stove, and the steam will be produced through the hollow spaces into the furnace through the small holes shown in the figure. R & S are shelves on which coal is placed before being pushed into the oven. For some results from experiments with this furnace, see page 506. Strive-burning furnaces are used under various conditions, such as for heating oil, etc. There are processes in use by which the oil is heated by means of hot air, either by injecting it into the furnace mixed with steam or by the aid of a stream of air or blast in the exhaust pipe, or by forcing solid blocks from coal directly into the furnace, or by means of products which make the partic- lates of coal more fluid, provided that if coal of good quality is reduced to powder, and burned in a closed vessel, and not exposed to air, more economical results will be obtained than when burned in any ordi- nary manner in the lump state. This is a very important fact, because it can be confirmed by experiment that the ordinary method of combustion is not always the most economical (See "Engineering and Mining Journal," xxi., and the "Report of the Child Labor Commission" in Eng- neering," 1878). Still, the process can be successfully applied to the conclusion of dust, but whether or not success will be attained depends upon the nature of the material. For manufacture of coal dust into blocks see the Journal of the Franklin Institute, February, 1874, p. i.; March, p. ii.; September, p. iii.; October, p. iv.; November, p.v.; December, p.vi.; September, p.vii.; October, p.viii.; November, p.ix.; December, p.x.; January, p.xi.; February, p.xii.; March, p.xiii.; April, p.xiv.; May, p.xv.; June, p.xvi.; July, p.xvii.; August, p.xviii.; September, p.xix.; October, p.xx.; November, p.xx.i.; December, p.xxii. Engineering and Mining Journal, xxi., and the "Report of the Child Labor Commission" in Engineering (see Note). The furnace grade has such small air-spaces as to prevent the coal dust falling through in any great quantity. A forced draught is supplied through a blower pipe into a small shaft. A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through. A watermark indicating "Google" at the bottom right corner.

















































A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.

The detailed furnace has also been applied, by Mr. Hoyt, to the combination of bituminous coal,A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling through.A diagram showing a wet-tim furnace with multiple compartments and small air-spaces for preventing coal dust from falling though BOILERS, STEAM. 175 Steam is used to produce the heat, consisting of a steam-pipe with a discharge office about one-tenth of an inch in diameter, discharging into the blast-pipe, which is open to the air at the outer end. Automatic arrangements for supplying coal to furnaces are sometimes employed. Smith's Auto- matic Boiler is described in Fig. 408. This is a supply-pump, from which falls into a revolving crusier, and in breaks up the coal, which is then conveyed by a belt to the boiler. Stokers are usually constructed of cast-iron, and should have openings in their sides sufficient to admit of the passage of the air necessary for combustion above the fire. The stokers are usually provided with a door, through which the air can enter, and also with a blast-pipe, through which the air circulates, are sometimes employed, and grate-stokers have been used in England. In burning coal, it is usually found desirable that the air shall be admitted directly into the furnace-door, and sometimes, for the purpose of effecting more thorough mixture, the air is blown through a tube connected with the furnace-door. In some cases, this tube is connected with a blast-pipe, so that after a fresh supply of coal is put into the furnace, the air may be admitted through this tube when the coal is ignited. In the "Sixth Annual Report of the Cincinnati Exposition," there are descriptions of several stokers, and accounts of experiments made with them. For water-heating purposes, in which no combustion occurs, after leaving the boiler, escape directly into the chimney, they must pass off at the temperature of the steam in the boiler, at least. By causing the steam to expand in passing through a pipe or nozzle, its velocity will increase, and consequently its heat will be communicated to the atmosphere. As long as this process continues, it will continue until all the heat has been communicated to the atmosphere. The heater may either be open, as when the exhaust steam is direct con- nected with the feed-water, or the water may be forced through a pipe or nozzle into the atmosphere. When using hot water for heating purposes, the feed-water must be drawn from the heater by the pump, which must thus force hot water, while with the latter cold water can be supplied by means of a separate pump. Some forms of heaters are intended to purify the water as well as to heat it by the use of a series of driven pumps or basins, in which the solid material will be deposited and removed before it reaches the heater. All natural waters hold very little oxygen; but when heated sufficiently, even in the latter state, they are capable of being purified by filtration on a scale sufficiently large to supply a moderate-sized steam-engine at a light expense, has yet come into practical use. How- A diagram showing a steam engine with various parts labeled. 408 A diagram showing a steam engine with various parts labeled. 409 A diagram showing a steam engine with various parts labeled. 410 A diagram showing a steam engine with various parts labeled. 411 176 BOILERS, STEAM. ever, it occurred to an inventor several years ago to hit upon a very simple and effectual substitute. And that was, instead of separating the water from the dirt, before passing it into the boiler, to sepa- rate and collect the dirt from the water, after it is in the boiler, by means of a series of vessels, either of glass or metal, placed in the boiler, and communicating with each other by pipes, so that what collectively might be considered a substitute for a false bottom, upon or into which all the matters held in suspension in the water might be deposited, would be removed from the water when it was boiled. The inventor thought this idea so good that he patented it, but he never lived long enough to know that they were even meant for imitation. These sediment vessels operate much after the same manner as certain quiet or still places do along the banks of rivers and streams. In these places, where the current is slow, and where no great force of water strikes against the sides of the banks, the mud and sand being deposited on the bottom of such shores, while any movable matter being accidentally deposited, they remain free from adhesion and not clinging to one another. But in a river or stream where the current is strong and rapid, and where it pre- vails, the steam rising from the boiler-bottom—the sole cause of cillation in all cases—being the agitating agent of all the particles of water suspended in the water, and causing them to move about, however violently it may boil externally; and the more violently the water boils, the more rapidly the internal vessel collects all loose sediment floating in the water. Hence, excepting those places in rivers and streams where there is a very slow current, keeping a boiler clean. The only difficulty in its practical application was liability to neglect in cleaning out the collectors themselves when they got filled up with sediment. This difficulty has been overcome by Mr. A. B. Armstrong. For the above reason it appears desirable to the patentee to have his cleansing apparatus made so effective as to prevent any deposit from being formed in his boilers at all times. For this purpose he is putting down the steam; which improvement A. B. Armstrong effected in 1898, when he first complete boiler- cleaning apparatus was applied and used on steamships belonging to Messrs. William H. Hanna Marshall & Son, Ltd., and also on steamships belonging to Messrs. J. W. Allen & Co., Ltd. Since the above period they have continued in general use in Lancashire. The principle of this invention is shown in Fig. 411. Many hundreds have been made and adapted to various kinds of boilers, including those of railway locomotives and steamships. In the heating apparatus of a locomotive engine, for example, it is generally necessary to have a gener- ally speaking, unnecessary, except for the purpose of preventing priming, which they must sufficiently or when they are not sufficient to prevent priming from occurring. The apparatus consists essentially of a pipe made with the narrow collecting aperture adjusted partly above and partly below the surface of the water. In this way it is used by opening the valve at the end of the boiler, and putting the handle of the pump on top of the boiler. The water is drawn through this pipe into a receiver placed at some distance from the outlet of the boiler are discharged upward through the pipe on the right hand. This operation creates a current, A diagram showing a steam boiler with a device for cleaning out sediment. Longitudinal section showing arrangement of Collectors. which draws all the water from both tanks; and then by opening from all parts of the water surface into the collector vessel and down into the receiver, whence they are discharged to the outside of the boiler by a repetition of the process. By thus drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all water from both tanks at once, and by drawing off all水 BOILERS, STEAM. 177 one of the water to prevent it from becoming too highly aerated. Blowing off is sometimes per- formed at intervals from the bottom of the boiler, but the better practice is to maintain a continuous low-off near the upper surface of the water in the boiler. A double feed-cock is shown in Fig. 413. The lower mouth of the blow-off pipe within the boiler is dis- closed near the water-level, whereby it catches and removes from the boiler the particles of impal- lable matter which may have been carried into it by the steam. E. Lamb attaches a valve to the mouth of the blow-off pipe, regulated by a float, with the view of preventing any loss of water due to evaporation. The float is made of copper, of the form of an oblate spheroid, with a tube passing through it for the reception of a spindle, the position of which is regulated by a screw-rod. The spindle is connected with a lever, which is attached to a screw-rod cut upon the spindle. The valve resembles a flue-key. The lower end of the spindle is connected with a ball-valve, which is placed in a groove cut in the side of the cylinder. When the spindle moves in a guide attached to any convenient part of the boiler. By this apparatus the loss of water due to evaporation is prevented, and at the same time, when necessary, a certain quan- tity of water blown off is either decidedly great or insufficient, the position of the feed-cock is altered so as to give a diminished or increased supply. When more fuel-water is admitted, the float will rise higher up in its tube, and consequently less water will be blown off ; when less fuel-water is admitted, the contrary effect is produced. The quantity of water blown off can be regulated by altering the position of the feed-cock, so that all the water within the boiler at a uniform density so soon as the right position of the feed-cock is ascer- tained. In order to avoid any accidental interruption of blowing off, two or more blow-offs are applied, and an efficient safety-gauge is indispensable, as there can otherwise be no limitation of the accidental interruption of the operation, and much mischief may be the result. In the ordi- nary way of blowing off, where the engineer keeps the blow-off cocks open until the water-level has descended any given number of inches, it is certain that, if the water-level descends, a certain volume of water will be blown off. This volume will depend on several causes; one cause being a differ- ence of pressure in the different boilers, one boiler having discharged its contents into another and leaving behind it some quantity of water. Another cause being that some quantity of water may be left in one boiler at a time, a determinable quantity of water is expelled by blowing out at definite intervals with a certainty which has been found to be very satisfactory. DAB VEL DAB VEL The following table shows how much use the use of the safety-gauge is in cases where boilers fitted with any description of continuous heating are used. Covering Boilers.—Internally fired boilers, by which term I mean those in which all parts of combustion are only in contact with boiler-heating surfaces are generally covered with metal plates, or with sheets of sheet iron or sheet steel. These plates are kept hot by radiation from below, or by fettling, plas- ter, straw, or some other material that is not a good con- ductor of heat. In such boilers it is necessary to keep the covering hot throughout its whole length and height, of the covering, in the case of a small boiler in an open shot-blast furnace (Fig. 414), and also in many cases for boilers and steam-pipes. The Chalmers-Spencer covering, Fig. 415, consists of two layers of cloth separated by a layer of felt or felted cotton wool; these layers are held together by means separated by means of wire cloth, so as to form an air- space, and the arrangement of H. W. John's covering, Fig. 416. In order to ascertain whether this covering was effective, experiments, by J. C. Handley, on the economic effect of such coverings were made on locomotives belonging to the locomotive type, was published in the Journal of the Franklin Institute, April, 1877. The following is a summary of the results obtained : 18 # BOILERS, STEAM. **Economic Effect of applying the Chalmers-Burnes Covering.**
PERIMETER OF STEAM, IN FEET PER SQUARE INCH, ABOVE 100 lbs. per sq. inch. PERIMETER OF STEAM, IN FEET PER SQUARE INCH, ABOVE 150 lbs. per sq. inch. PERIMETER OF STEAM, IN FEET PER SQUARE INCH, ABOVE 200 lbs. per sq. inch. PERIMETER OF STEAM, IN FEET PER SQUARE INCH, ABOVE 250 lbs. per sq. inch.
100 150 200 100 150 200 100 150 200 100 150 200
Ratio of steam raised : Boiler uncoated. 18.7 18.6 18.5 17.9 17.8 17.7 17.3 17.2 17.1 16.9 16.8 16.7
To steam raised by boiler uncoated : to boiler uncoated.
Ratio of steam raised : Boiler coated. 43.3
Some experiments were made by E. Burnes, in 1859, to determine the value of various materials for coating steam-pipes (see Journal of the Franklin Institute, March, 1879). A summary of his results is contained in the accompanying table:
SUMMARY OF EXPERIMENTS ON COATINGS FOR STEAM-PIPES.KIND OF NON-CONDUCTING ORAYING EXPLORER.Periods of Use at Various Pressures.Thermal Conductivity,Per Cent of Heat Lost by Conduction,Per Cent of Heat Lost by Radiation,Per Cent of Heat Lost by Convection,Per Cent of Heat Lost by Evaporation,Per Cent of Heat Lost by Other Causes.
Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.
SUMMARY OF EXPERIMENTS ON COATINGS FOR STEAM-PIPES.KIND OF NON-CONDUCTING ORAYING EXPLORER.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.
SUMMARY OF EXPERIMENTS ON COATINGS FOR STEAM-PIPES.KIND OF NON-CONDUCTING ORAYING EXPLORER.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.Pounds of Steam Per Hour.Average Time on Pipe.
The time spent with constant steam, thickness of cover
on copper pipe, in inches.
The time spent with constant steam, thickness of cover
on heavy metal and cheaper stove, around which
steam is conducted through a tube or pipe, and the same
time spent between the outer and the gallery
pipe.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
The time spent with constant steam, thick.
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Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
<
Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
<
Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
<
Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
<
Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
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Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
<
Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
<
Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
<
Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
<
Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
<
Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it is placed. The pressure in any vessel is governed by the rate at which heat is supplied to it and the rate at which heat is removed from it; but this is not always uniform and may vary greatly according to circumstances. In the light of experience it may be well to consider questions that are constantly arising in the practice of all who have charge of steam-boilers; viz:
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Safety Valve.-A safety-valve is so named because it is designed to prevent undue pressure in the boiler or vessel in which it BOILERS, STEAM. 179
Position of weight: $w = \frac{0.7854 \times D^2 \times S \times P - L \times I - V \times P}{W}$
Diameter to open at given steam-pressure: $D = \sqrt{\left(\frac{P + X + L + V + F \times P}{0.7854 \times S \times P}\right)}$
Area of opening for given lift: (a) For a lift less than depth of seat:
$A = 3.1416 \times [D \times X \times \sin a + e^2 \times (d \times a)^2 \times \cos a]$
(b) For a lift greater than depth of seat:
$A = 3.1416 \times [D \times X \times e + w^2 \times (d \times a)^2 \times \cos a + D \times (e - h)]$
Diameter for given lift: (a) For a lift less than depth of seat:
$D = 3.1416 \times X^2 \times (\sin a) \times X^2 \times \cos a$
(b) For a lift greater than depth of seat:
$D = 3.1416 \times X^2 \times (\sin a) \times X^2 \times \cos a$
The following table will be found useful in connection with the last two rules, and examples illustrating the application of the formulas are appended: J
ANGLE. Size. Code. ANGLE. Size. Code. ANGLE. Size. Code.
30 J 30 J 30 J
30 J 30 J 30 J
30 J 30 J 30 J
30 J 30 J 30 J
30 J 30 J 30 J
30 J 30 J 30
30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J 30 J Example.—1. A given safety-valve has a weight of 5 lb. 54 inches from the fulcrum, the lever weighs 6 lb., and the centre of gravity is 18 inches from the fulcrum; the weight of the valve is 5 lb., and its centre is 4 inches from the fulcrum. The diameter of the valve is 2 inches. At what pressure will the valve open? $$\frac{5}{(54-4+18+5)} = 1.58$$ lbs. per square inch. 2. The ball of a safety-valve weighing 1 lb., the lever weighs 1 lb., the valve weighs 5 lb., and has a diameter of 9 inches. The distance of the centre of gravity of the lever from the fulcrum is 18 inches, and the distance of the centre of the valve from the fulcrum is 4 inches. How far from the fulcrum must the ball be placed so that when the valve lifts one as a pressure of 100 lb.? $$\frac{5}{(18+4+9+5)} = 1.58$$ lbs. per square inch. $$\frac{5}{(18+4+9+5)} = 1.58$$ lbs. per square inch. Weight of ball, 40 line; lever, 7 line; valve, 2 line; distance from fulcrum, ball, 80 inches; centre of gravity of lever, 18 inches; centre of valve, 2 inches. Pressure of steam, 70 lbs. per square inch. What should be the distance from fulcrum? $$\frac{70}{(80+7+2+18+2)} = 1.54$$ lbs. per square inch. Distance from fulcrum: $$\frac{70}{(80+7+2+18+2)} = 1.54$$ lbs. per square inch. The diameter of a safety-valve is $X$, and it has three-eighths-of-an-inch deep, and has a level of 5 degrees. What is the area of opening, for a lift one-quarter of an inch? $$\frac{X}{(X-5)} = 1.54$$ lbs. per square inch. The distance from fulcrum to valve is $Y$. What is the area of opening for a lift one-third of an inch? $$\frac{Y}{(Y-5)} = 1.54$$ lbs. per square inch. The distance from fulcrum to valve is $Z$. What is the area of opening for a lift one-half of an inch? $$\frac{Z}{(Z-5)} = 1.54$$ lbs. per square inch. A safety-valve gives an opening of two square inches. What should be its diameter? $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. per square inch. $$\frac{2}{(2-5)} = 1.54$$ lbs. A table showing various angles and sizes for calculating safety-valve openings. The following table will be found useful in connection with the last two rules, and examples illustrating the application of the formulas are appended:
Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle Code Size Angle
Angle Co... 180 **BOILERS, STEAM.** 7. A safety-valve has a head of 38% of its depth of seat on one-quarter inch, and is required to give an area of opening of 2 inches, with a lift of half an inch. What should be its diameter? $$2 = \frac{3}{4} \times 16 \times (0.35)^2 \times (0.04)^2 \times 0.819 = 1.81 \text{ inches}$$ $$\frac{3}{4} \times 16 \times (0.35)^2 \times (0.04)^2 \times 0.819 = 1.81 \text{ inches}$$ Instead of weights, springs are sometimes employed to hold down safety-valves. The calculations, involving the weight of the valve and the spring, and the steam-pressure, are the same as those previously employed, except that the tension of the spring is to be substituted for the weight of the ball, and the area of the valve is to be substituted for the area of the ball. In order to determine the dimensions of a spring most suitable for a given case, it is easy to calculate the dimensions of a spring for any other desired area. For instance, the cross-section of a spring adapted to one pressure on the valve, make a proportion, thus: Cross-section of first spring : Pressure on valve Cross-section of second spring : Pressure on valve The pitch of the second spring, or the distance from the centre of one cell to the centre of the next, is found by the following proportions: Pitch of first spring : Side of a square equal $$\frac{\pi}{4}$$ (Side of a square equal) (Area of a square equal) Pitch of second spring : Area in area to section giving rise to required spring. Example.--It is a common practice in proportioning the parts of direct-acting spring safety-valves to use a spring of the following dimensions: for a valve 8 inches in diameter and 100 lbs. steam-pressure, use a spring 1 inch thick and 1 inch wide; for a valve 6 inches in diameter and 50 lbs. steam-pressure, use a spring 1 inch thick and 1 inch wide; for a valve 4 inches in diameter and 25 lbs. steam-pressure, use a spring 1 inch thick and 1 inch wide; for a valve 2 inches in diameter and 10 lbs. steam-pressure, use a similar spring for a valve 9 inches in diameter, and a steam-pressure of 30 lbs. per square inch.
Area of first valve Area of second valve Area of third valve Area of fourth valve
7.07 inches 509 509 509
Multiply by steam-pressure. 509 509 509
Total pressure on first valve. 184.6 inches 509 509
Multiply by steam-pressure. 509 509 509
Total pressure on second valve. 509 509 509
To find cross-sections of required springs:
Pitch of second spring :: 307 :: 968
and, by the rule for proportion, the product of two extremes (307, 968), divided by the third term (707), will give us the fourth term. Now, $$\frac{307}{707} \div 968 = 0.34724$$ which equals cross-section of second spring. The equation $$\frac{3}{4} \times 16 \times (0.34724)^2 = 0.389$$ and this is the side of a square equal in area to cross-section being. To find pitch of second spring : $$\frac{3}{4} \times 16 \times (0.34724)^2 = 0.389$$ Here we solve the problem by multiplying by $$\frac{3}{4}$$ and dividing by the product by $$\frac{3}{4}$$ which gives $$\frac{3}{4} \times 16 \times (0.34724)^2 = 0.389$$ In order to determine how large a safety-valve is required for a boiler, the maximum evaporations must be known; but when these are not known, it is necessary to make some experiment for any special case, but the following numbers can be safely used in general practice: The number of pounds of water evaporated per hour is equal to the area of the grate in square feet multiplied by $$\frac{1}{2}$$ times its height in feet; for stationary boilers with open draught; $$\frac{1}{2}$$ times its height in feet; for stationary and marine boilers with forced draught; $$\frac{1}{2}$$ times its height in feet; for stationary and marine boilers with forced draught; $$\frac{1}{2}$$ times its height in feet. Numerous experiments have been made to determine the opening required to discharge a given weight of steam per hour, and the following rule, while not absolutely correct, gives results that can be used with confidence. $$A = \text{Area of opening}, \text{in square inches}$$ $$P = \text{Weight of steam}, \text{in pounds}, \text{per hour discharged per foot}$$ $$F = \text{Opening area}, \text{in square inches}, \text{in pounds per square inch}.$$ $$A = P \times F$$ Example.--Suppose that a boiler evaporates at the rate of water per hour, what should be the area of opening afforded by the safety-valve, so that the pressure shall not exceed 100 lbs. per square inch ? Absolute pressure in lbs. = 100 + 14.7 = 114.7 $$A = \frac{51.43 \times X^2}{X^2 - X^2} = 0.389 \text{ square inch}.$$ When a safety-valve is raised by the pressure of the steam in a boiler, it usually exposes more area than it requires; hence, if the valves were lowered when they were opened before they were closed, it would be unnecessary to raise them again due to the action of steam on their increased area. It is found in practice, however, that the ordinary safety-valve only rises very BOILERS, STEAM. 181 sightly when the pressure for which it is set is reached, and that it is necessary for this pressure to be increased considerably to raise the value much higher. With the opening of the valve, steam begins to escape from the boiler with a high velocity, and in its escape it has to overcome the resistive effect of the spring, which is compressed by the weight of the valve. Although there is a greater area of valve to be acted on by the steam, the pressure is reduced. How much the pressure will be reduced in any given case can only be determined by experiment, since the data are therefore not available. In general, however, it may be said that in the case of a 5-inch valve, relieving a boiler at a pressure of 30 lbs. per square inch, the pressure made by the steam will be about 25 lbs. per square inch. The velocity of the steam when opened will vary with the form of valve and the pressure in the boiler, as a change in the valve area will cause a corresponding change in the velocity with which the steam issues from the orifice. In the case of a safety-valve kept down by a spring, it must be remembered that movements and changes in temperature will affect its action. When the valve is opened, it will lift but slightly, since every increase of lift requires additional force for the extension or compression of the spring. But in raising a heavy weight by means of a lever, it is possible to apply more force than would lie to find what pressure is acting when the valve is opened. It will then be possible, knowing the amount of lift required to open the valve, to determine how much force must be applied to the open valve that the steam-pressure will balance the resistance. It must be remembered in this connection that it is desirable to have the valve lift promptly and with little resistance, and indeed so that it will not lift until there is ample room within wide from the pressure due to the increased area, will be prevented, from same cause, from closing until the pressure equals that which it was designed to maintain. Numerous special forms of safety-valves have been devised, some of which are illustrated below. For extensive information concerning these valves see "Steam-Boiler Safety Valves," Com- mission appointed by Congress to examine life-saving inventions, 1868. Transactions of the Insti- tute of Mechanical Engineers, vol. 74, pp. 109-120; "Report on Steam-Valves," vol. 103, pp. 109-120; "Report on Safety-Valves by a Special Com- mission of the Board of Supervising Engineers," 1871. A large number of patents have been issued con- cerning these valves, many of them being repre- sented by the latter committee, and their recommendations are here adopted. Fig. 416 represents an ordinary lever safety-valve. The rule given below may be tested in connection with the other values. It will be observed that the ac- cumulation of water in front of the valve pre- vents motion from sticking. It should be noted that ordinary safety-valves, when discharging at different pressures, do not follow this rule exactly. The fol- lowing rule for calculating the area of valve that will give the required area of open- ing for any given rate of flow is based on the number of pounds of water evaporated per hour by 0.005; the product will be the area of valve in square inches. This rule gives a smaller area than would be obtained by trial and error calculations. It is well to remember that the valves used by the committee were constructed especially for the experi- ment, and that they were not intended for general use. The committee recommend that Prof. Ralston will probably be safer for general use. It may be added that rules of this form are ex- actly safe only for general use; our ordinary formulas giving very different results, as shown by experiments made by us on several occasions during our stay in England. In fact, all such experiments were made at a pressure of 30 lbs., would be: For the rule of United States Board of Inspection and Survey (see page 24), for those given by Hallowell (1838), for first given by Prof. Treadwell (1845), for those given by Prof. Ralston (1856). The committee recommend that no one should rely upon these rules without further examination. 10. Attention has been directed to discrepancies of these rules on several occasions; and in spite of the distinguished authority on which they rest, it is reasonable to hope that all but the best known authorities may have been found wanting. The committee observed that, where very large valves are used, their construction should be considered carefully; they should not be allowed to operate under conditions requiring them to be lifted by a kind of lifting of the valve; and they fix at limit as having an area of 10 square inches or less; recommending that two or more valves be used, when a greater area than 10 inches is required. The valves offered for test were divided by the committee into six classes, according to their construction: 1. Restraining-safety-valves, in which the escape of steam is opposed by a pin or striker, as shown in Fig. 417. 2. Double-lever-valves in which a disk is secured to each valve having a greater area than the valve, so as to force the valve farther from its seat when it opens. Fig. 418 is an example of this class. Annular safety-valves, with two seats upon an annular opening (as shown in Fig. 419), with a view of obtaining a greater area opening for a given lift. A diagram showing a lever safety-valve. 416 183 **BOILERS, STEAM.** A. Double-seated safety-valves, of the same general form as the double-puppet-valve, the upper and lower parts being of different sizes, so that they can readily and completely close at the time of opening. See Fig. 420. B. Common orifice-valves, which are assisted in their operation by small auxiliary valves or a combination of levers. One of this class is shown in Fig. 421. A diagram showing a double-seated safety-valve with two distinct sections. A diagram showing a common orifice-valve with an auxiliary valve. 6. Piston safety-valves (see Fig. 423 for an example of this class), in which a piston connected with the valve assists it to rise. A universal lever was adopted for all these valves. Each was attached, in turn, to the boiler, was set to blow off at 30 lbs., and was allowed to operate for 10 minutes, with a strong fire A diagram showing a piston safety-valve with a piston and connecting rod. A diagram showing a piston safety-valve with a lever and connecting rod. in the boiler, was then set to 70 lbs. pressure, and the experiment was repeated. The following table gives a summary of the results obtained with 12 of the competing valves, and 2 of the common valves constructed by order of the committee. The table in the report contains results of the list of
Valve Type Results
Double-seated Safety-Valve ...
Common Orifice-Valve ...
Piston Safety-Valve ...
BOILERS, STEAM 183 It will be observed that some of the special forms of valves, with considerably larger areas of opening than ordinary valves, allowed the pressure to increase as much or more. This is prob- able due to the fact that the very form by which the greater lift was obtained made it more difficult to close the valve, thus allowing a greater amount of steam to escape during the period of its operation. In the case of several experiments with the same valve, where the table shows considerable difference in the results, it is evident that the form of the valve had a decided effect on the results. The following table gives the results of several experiments with different forms of valves, and indicates the action of the valve when properly adjusted. This remark applies both to the common and special forms of valves. There is one peculiarity, quite an important one, which the table does not show, namely, that the pressure at any given time is not constant. With the common valves, when the valves open, the pressure gradually increases to the maximum, and then decreases again until it reaches a point below atmospheric pressure, when they are closed. With nearly all the other valves, however, after the valve opens, the pressure falls below the normal atmospheric pressure. This fall may be gradual or sudden. In some cases it may continue for several minutes, in the course of a 10 minute trial; and sometimes the pressure fell off at once and the valve blew off at a less pressure than that at which it was set, during the whole trial. It is evident that this is not a desirable condition for a safety-valve. The results of these experiments are shown in Table II., and the records of the trials seem fully to confirm the opinion stated in the report, that the common form of safety-valves are not adapted for use on locomotives and steamers in rough water, owing to their tendency to blow off under certain conditions. For use upon locomotives and steamers in rough water, some of the special forms of valves have been found satisfactory. The following table shows how well they perform on stationary engines (see also page 175). On stationary engines, safety-valves are usually set so that they will blow off at a lower pressure than they would on locomotives or steamers. The reason for this is that on stationary engines there is no danger of overloading them with steam. On locomotives and steamers, however, there is always a possibility of overloading them with steam. The best manner of loading a safety-valve has been the subject of animated discussion among engi- neers. Some say that it should be loaded with steam only up to a certain point; others say that it should be loaded with steam up to a certain point; and still others say that it should be loaded with steam up to a certain point. The best way to load a safety-valve is to load it with steam up to a certain point; and still others say that it should be loaded with steam up to a certain point. The soundness of this statement can be seen by looking at Fig. 42. In this figure we see two diagrams showing how steam enters into a boiler through a pipe connected to the exhaust-pipe, and how steam leaves from non-condensing engines are frequently objectionable. Figs. 43 and 44 show how steam enters into a boiler through a pipe connected to the exhaust-pipe, and how steam leaves from non-condensing engines are frequently objectionable. Figs. 45 and 46 show how steam enters into a boiler through a pipe connected to the exhaust-pipe, and how steam leaves from non-condensing engines are frequently objectionable. The construction will doubtless be evident from the figures. In Fig. 42 it will be noticed that the steam, instead of escaping from the end of pipe, is discharged through numerous small holes in the bottom plate of the boiler. This prevents any appreciable loss of heat from the passage of the "pans," all these minor vibrations are absorbed by each other's coils of wire." Walter H. Gage says: "In my experience I have found that first the ordinary gauge-cock, second the gauge gauge, and third the third float. The gauge-cocks on being turned, allow air to enter into each other's coils of wire." He further states: "I have found that three gauge-cocks inserted in each boiler, at different levels; and the rule is to so feed the boiler that there will be steam in top gauge-cock, and water in other two. The gauge gauge consists 184 **BOILERS, STEAM.** of a glass tube set in front of the boiler, communicating in its upper portion with the steam-room, and in its inferior portion with the water within the boiler, the position of the tube being so adjusted that the water-level stands at about the middle of its length. The tube is connected at the top and bottom to a glass gauge, which is graduated in inches, and is provided with cocks, so that the tube may be blown through by the steam when the boiler is filled with water, and also to allow air to escape from it. If the glass breaks, it is unsafe to treat to the glass gauge altogether as a means of ascertaining the water-level, as insufficient pressure will cause it to stand high in the tube though it may have sunk low in the boiler. In such case, however, if a partial vacuum be produced, the glass gauge becomes of especial value, as it will indicate whether in such a case, for, though opened, neither steam nor water will come out, but air will rush in. This sometimes occurs when a boiler is filled with water at too low a temperature. The gauge contains of a float resting on the surface of the water, and communicating with an index, so that the fluid level can be read directly from this index, made apparent. The float is usually of stone or cast-iron, but is so balanced as counter-weight as to make it self-balancing under all conditions of tempe- 435 436 437 438 439 440 441 442 443 444 445 446 447 448 449 450 451 452 453 454 455 456 457 458 459 460 461 462 463 464 465 466 467 468 469 470 471 472A SHARPE'S WATER GAUGE BOSTON. stand-pipes are constructed in their diameter below the level at which the damper-plate usually operates, and danger has arisen from this cause, for the fluid has descended into this narrow neck when there was a surplus of steam in the boiler, and by stopping up the passage it has prevented the access of the feed-water. This danger should be so regulated as to avoid accidents of this description. **Ashcroft's Dampers Water-Gauge (for use on steam-boat boilers), consisting of a non- magnetic needle floating in a chamber of the gauge, which controls a nozzle on a dial graduated by dividing the connection between the two being entirely separate.** Fig. 435 is a front view of the dial, showing the needle and graduation scale. Fig. 436 is an en- A SHARPE'S WATER GAUGE BOSTON. view of the gauge, as if a cover plate had been at- ached to a brass rod R, which passes through a hole in the side cham- ber of the gauge, on the end of which is affixed a steel magnet, having two insulated negative poles. The rod plays in the space between these poles, having no stuffing box, valve connection, or packing of any kind about it; hence there is no friction. The needle on the dial moves on a polished silver pin, and is controlled by this magnet. It will instantly indicate the level of solid water. Fousing or priming has no effect upon the gauge. The scale on the dial will indicate a rise or fall of 12 inches of water, each degree measuring 2 inches. BOILERS, STEAM. 185 The accompanying engraving (Fig. 439) represents Hopt's water-gauge, partly in section. It is a simple mechanical invention for telling, at all times, the position of the water in steam-boilers. The dotted circles show the connection with the boiler; the cock at the bottom is a blow-out cock for the purpose of blowing out any air that may have been introduced into the gauge by mistake. The gauge shows indication of the solid water within the boiler, the foam not being dense enough to move or affect the float, so that it will always remain in the same place, and thus give a constant indication of the position of the water. The float is also directly connected with the inclining hand, by means of a wire and spring, so that when the float rises or falls, the inclining hand moves up or down upon its surface. The float is also directly connected with the inclining hand, by means of a wire and spring, so that when the float rises or falls, the inclining hand moves up or down upon its surface. This is necessary to prevent the inclining hand from moving about the shaft, to prevent its always working with perfect ease and accuracy. No packing is needed, as the shaft, in passing through the case to connect with the indicator, forms of itself a perfect seal against leakage. It is easily applied to all kinds of steam-boilers, locomotive, stationary, and steamboats. A diagram showing a steam gauge with a float and a connecting rod. 439 The Nicholas water-gauge, Fig. 439, is designed to show the height of water in a boiler, when located at any level and at any distance from the boiler. It consists of two parts: one part is a glass tube, from which water is drawn into a cylinder, and connected to a cylinder interposed between the boiler and its cover; this cylinder contains a liquid which is used for indicating purposes. The other part is a detached gauge filled with water to any convenient height, and some colored fluid is introduced into the space above the water, so that, when the water-level changes in the boiler, it changes to the same degree in both parts of the gauge. When this happens, a line on one side of each part of the gauge indicates the amount of change. Steam-gauges are commonly used for indicating the pressure of steam, water, air, and other fluids, may be divided into two classes: gauges in which the pressure is measured by the motion of a piston or diaphragm; and those in which it is measured by a column of liquid, such as mercury. In all forms of steam-gauges, the connecting-pipes is generally bent, so that the part next to the gauge shall always contain water when in use, in order that the steam may not escape before it reaches this part; but in those gauges in which the pressure is transmitted by action within the springing or against the spring through the diaphragm or piston. Both varieties are illustrated on page 168. Fig. 439 shows one form of the well-known Bourdon gauge; in this gauge a thin metal tube is bent into a curve; when pressure is applied to such a tube, the tendency is to change the flattened section into a circle, and thus to straighten the tube, so that an indicating-hand attached to end of tube will be moved along scale. This A diagram showing a Bourdon gauge. 186 **BOILERS, STEAM.** form of gauge is sometimes arranged as shown in the figure, so that its accuracy can be tested at any time by hanging a weight at the point indicated. The dial of the gauge has a working-scale, for reading the pressure, and a second scale, for indicating the position of the pointer with respect to connection with the weight. The gauge is tested, with the steam-pressure acting upon it, by hanging A diagram showing a gauge with two scales: one for reading the pressure and another for indicating the position of the pointer. on the weight, when, if the hand falls back to the same figure on this scale as that in which it stood on the working-scale before adding the weight, it indicates that the reading of the gauge is correct, while any variation from the former reading shows the amount of error. An improved form of the Bourdon gauge is illustrated in Fig. 435. It consists of a Bourdon tube connected to a bellows, to which is attached an indicating mechanism. Fig. 436 illustrates a spring of another variety of gauge, which consists of two corrugated plates connected by a curved band. All the parts of this spring are made of metal, and when the pressure acts on one plate, the pressure is transmitted to the springs through elastic diaphragms. In Fig. 435 a coiled spring is employed, and in Fig. 434 there is a plunger resting on elastic packing, the movement of this plunger being communicated to a pointer. Spring-gauges are tested either by a mercury column or by hydraulic pressure from a test-pump, to which another gauge, known to be correct, is attached. The square-dish test-gauge, Fig. 437, is designed to be a cheap and simple substitute for the centil test-gauge. It consists of a valve exactly one square inch in area, a needle which can be connected with a test-pipe or with a mercury column, and a bulb so as to load the valve to any desired extent, so that when the apparatus is connected to a test-pipe, the pressure may be varied at will. Edison's recording steam-gauge, Figs. 438, 439, not only indicates the pressure at every instant, but also makes a record showing what the pressure was at any particular time and gives an alarm if the pressure exceeds a certain limit. The gauge consists of a cylinder in the form of a corrugated steel disk, and a pencil attached to the indicating-hand presses against a strip of paper fastened round the circumference of the cylinder. The pencil moves over the paper form a pressure-scale, and vertical divisions indicate a scale of time, as will be evident from an illustration of it in Fig. 440. When the pressure exceeds a certain limit, which can be fixed at pleasure, a bell attached to the gauge commences to ring, and at the same time connection is made with an electric bell situated elsewhere on board ship or engine-room. This electric bell rings until the pressure is reduced to within limits. To obtain the record of pressure during an experiment, as for instance, the steam-pressure in a boiler-test, or the water-pressure in the trial of a pumping-engine, the paper is made to move as far as possible under A diagram illustrating Edison's recording steam-gauge. the influence of gravity. BOILERS, STEAM. 187 then by ordinary use. It will be seen that this gauge maintains a constant watch on the safe and skill of the boiler-attended, and might be very useful in the case of a disastrous boiler-junction, where no witnesses are present to witness the accident, or even at the time of the accident. The instrument is covered by a glass dome, which may be secured by a spring and catch, preserving the diagram in view. In the other class of pressure-gauges to which attention has been made, the pressure is indicated by a column of heavy liquid, usually mercury. This siphon-gauge, Fig. 440, is the form commonly employed for showing low pressures. It is merely a tube con- taining mercury, one end of which being connected with the boiler, and the other being open. A light stick is placed on the mercury in the two siphons, by falling or falling, when the end of the column is influenced by the pressure, a change is communicated to the siphon corresponding to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inch; or to a pressure per square inches. 456 In the ordinary siphon-gauge, the height of the mercury column indicates the amount of force exerted upon it. A rise of one-inch corresponds to this press- ure since, for each rise in one branch of the siphon, there must be an equal fall in the other. Hence, if the pres- sure forces mercury up one-inch in one branch of the second siphon-gauge, it will rise half an-inch in the first, one-quarter of an-inch in the third siphon, and so on down through all branches until no more gage for showing high pressures but consists of several branches of series of siphons filled with mercury, arranged in such manner that they can be opened and closed separately the several mercury columns. In the counter-steam-gauge (a glass tube is inverted in reservoirs of mer- cury) the level of the mercury in each branch is regulated by means of valves. The rise in the tube nearly reaches that surface (but slightly lower, owing resistance of air in the glass tube). As soon, however, as the pressur communicated exceeds that of atmosphere, A diagram showing how water levels are measured in boilers. 457 188 **BOILERS, STEAM.** the mercury will be forced up into the tube, and the heated air condensed, until its elastic resis- tance is just equal to the pressure. The height of the mercurial column will of course vary with any variation of pressure, and thereby indicate the degree of pressure at every moment by means of the scale, which is to be taken according to the barometric or atmospheric pressure of the time. A diagram showing a barometer with a scale indicating pressure levels. 480 A diagram showing a barometer with a scale indicating pressure levels. 481 The high degree of pressure to which the last-described form of manometer may be subjected with- out error from friction or loss of mercury, the permanent elasticity, and the everywhere existing and exactly defined qualities of the material of resistance (atmospheric air, or other fluid) in the same tube, make it a very desirable instrument for meas- uring atmospheric pressure. This form is simple and conven- ient form, make it a very desirable instrument for meas- urement of atmospheric pressure. It has been constructed, however, it has defects, which have prevented its general use as a practical instrument. One defect is that the coating and consequent quality of the glass tube, by the deposition on its outside, causes a certain amount of induced resistance; so that the expansion and partial loss of air from within the tube whenever any partial vacuum is produced in the tube, causes a corresponding increase in mercury in the tube above the mercury; its coefficient of expansion is greater than that of mercury; as in engines working expansively; the almost constant temperature of the atmosphere; and finally, the violation between the mercury and the glass, and to find its way into the tube above the mercury; and the great inequality in the diameter of the glass tube, which is contrary to the law that governs the volume of air under fluids. Some improvements, designed to correct these defects, were proposed, some years ago, by Mr. Paul Stillman, of New York. Fig. 441 is the usual form of the patent manometer for showing atmospheric pressure. Fig. 442 represents the form of one for showing a vacuum. Fig. 443 is in the form used for showing less than 1 as- tream. Fig. 444 is in a longitudinal section through the centre of a manometer for showing less than 1 as- stream in which the tube is firmly secured by means of the stuffing-box O. A cap P is screwed into this box to pre- vent the escape of air from below. A screw B is inserted in the brass one C, and in the middle to confine it in the reser- voir D. The cover E is fastened on by screws F. The tube G is to be immersed. D D are scales divided into atmospheres, pounds, or inches of pres- sure, as desired. B are blocks to secure the scales in their proper places. P is a plug for admitting air into the reservoir D. A cap H is screwed into this box to prevent air from entering through the opening of the screw; prevent its oscillation, and at the same time allow the orifice to be made to admit more or less air as required. In Fig. 441 the reservoir for mercury is a deep cell, with an iron tube communicating from the cock at the bottom to the middle of chamber above surface of mercury. In Fig. 443 it is A diagram showing a manometer with a scale indicating pressure levels. 482 A diagram showing a manometer with a scale indicating pressure levels. 483
BOILERS, STEAM.
189





























































































190 **BOILERS, STEAM.** In Shaw's gauge, Fig. 443, there is a double-headed piston, on the small head of which the steam presses, and the large head transmits this pressure to an open mercury column. The heads are A diagram showing a double-headed piston gauge with a mercury column. separated from the steam and mercury by rubber diaphragms, so that the piston can be fitted loosely, without any tendency to leak. The Stiles gauge, Fig. 444, is a model of simplicity and accuracy, no packing being used in its construction. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron cylinder fits loosely into another cylinder containing the steam and mercury. A large iron Cylinder fittingly contains a water level indicator, which gives warning, usually by blowing a whistle when the water-level falls below a certain point; they depend generally for their action upon a float or a float which opens a whistle-valve when it is immersed in water in the boiler, or on the direct pressure of steam, which is only effective when it acts upon a float when the water-level is depressed, or on a lever which is moved by rotation of a toothed wheel when exposed to contact with steam instead of water. Fig. 447 is a fuselame, a flat annular plate or rod which passes upward through a hollow pipe C of the steam-valve D. The lower end of the whistle P is passed through an orifice in the top of the boiler (indicated by letters e), and screwed into the top of the tube, A diagram showing a fuselage with a whistle valve. BOILERS, STEAM. 191 which is thus kept steady, if it is a vertical position. It is a wire attached to the stem of the float, near the top, which, catching against the plane $A$, on the fall of the stem $A$, prevents it from descending farther. When the water falls below the level of the wire, the wire will be pulled down, and the steam will escape, impinging against the $B$ of the bell apparatus, and causing it to ring. One form of an alarm which acts by expansion is illustrated in Fig. 448, which represents a boiler with a double tube. This is necessary for our description. A tube descends into the boiler just below the prop-water-line, and is secured to the sides. The bottom of this tube is connected into which two tubes, $B$ and $X$, are fixed. The upper end of these tubes is connected into a fixed level at the proper temperature of the boiler. In the tube $X$ is a wire so arranged that when the water rises it should be of platinum, will come just above the working level of the boiler. The upper end of this tube is at such a height which will be caused by the heat which would cause it to rise, and will be equal to the pressure of steam in the boiler; and at starting, the apparatus is so adjusted when the steam is at the working-pressure in the boiler, and when the wire is in the tube $X$ proceeds the wire to the bell-apparatus $P Q$ for the purpose of ringing a bell. The wire is connected to a battery $A L$. By this arrangement, when the heat in the boiler rises above a certain point, and causes the water to boil, and steam to escape from the boiler, the quicksilver expands, and coming in contact with the platinum wires, completes the electric circuit, and the bells will "ring" as soon as they have reached their maximum temperature at night. Plugs of fusible metal are very often used as low-water alarms, being A diagram showing a boiler with a double tube system for detecting low water levels. (FIGS. 435 AND 436 ARE COPPER BOILERS.) (A BELL APPARATUS FOR STEAMBOAT INDEPENDENCE.) 435 102 BOILERS, STEAM. screwed into some portion of the boiler directly over the fire, so that if the plate becomes overheated on account of the heat being too great, the steam will escape, and thus prevent the boiler from becoming dangerous to life and limb. The purpose of this device is to protect the operator from the danger of his own carelessness, and to enable him to attend to other matters which may come under his immediate notice without fear of injury from the boiler. **Damper-regulator—These devices are designed to control the draught mechanically, closing the damper when the pressure falls below a certain limit, and opening it as the pressure falls. Although there have been many attempts at inventing such an instrument was first introduced in this country, its essential features having been patented by Mr. W. H. B. Clark, in January, 1864. Both figures are in section. The construction of this device is shown in Fig. 438, from which it will be seen that a valve is attached to the damper, and that from the boiler is introduced beneath a valuated rubber diaphragm, which is connected with a lever, like a common safety-valve, to its lever $H$, to which a spring is attached. When the pressure falls below a certain point, the diaphragm closes the damper in the chimney or flue. Fig. 439 shows the position of the diaphragm and piston when the pres- sure is at its maximum. The diaphragm and piston are then raised by means of a spring, and when the pressure ceases that which is desired, the diaphragm and piston are returned to their original positions by a spring, until it attains the position, Fig. 439, when the draught is regulated. In this case it will be seen that the regulation of the draught is controlled by the sliding weight or pin on the steel- arm $A$, as shown in Fig. 438. The diaphragm is composed of two pieces of metal, and that any desired amount of motion may be given from $A$ to $B$. This movement is limited by a stop, but for a movement not greater than one-eighth of an inch, however, provided that a flat disk will an- swer, provided that cylinder $C$ does not move in the figure. In some forms of these instruments recently introduced, cor- rective movements are pro- vided instead of a piston or plunger. **Boilers—The illustrations of boilers are from Mr. F. E. Bowers's "Steam Engineering," Figs. 451 to 664 will give you an idea of past and present practice. In 1827, Rob- ert L. Stevens & Co., con- structed a pair of boil- ers for steamship Independence, which ran between South America and New York. Of these Figs. 451 and 453 are correct repre- sentations, the form of which has been adapted to the burning of anthra- cite coal by means of bellows, or what is commonly called the fan. No difficulty was ever found in the accom- plishment of these purposes they were intended to show how many improvements have since that time been adopted; they are still working satisfactorily. To Mr. Stevens due credit of first establishing the water-cylinder, which serves as a purpose of protecting the mouth of these tubes. A diagram showing a cylindrical boiler with a dome-shaped top. 438 A diagram showing a cylindrical boiler with a dome-shaped top. 439 [Fig. 438.—The steamboat New York built by H. H. Duryea & Co., has one copper boiler with two fireplaces and two furnaces; each furnace has three fireplaces; each fireplace has four burners; each burner has three tubes; each tube has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nozzles; each nozzle has two nooz BOILERS, STEAM. 193 Fig. 484 and 485 represent boilers of the Rolls, built by T. F. Scou & Co., which had one engine of 3-inch cylinder, 10 feet stroke; 186 cubic feet in cylinder, which gave, in proportion to the boiler, 1-1/2 to 1. Used anthracite, with a blower. A diagram showing the interior of a boiler. Fire-Surface in this Boiler. In the steam chimney. .................................................. 12,000 front connection. ........................................................... 7,000 return connection. .......................................................... 477,005 back connection. ............................................................ 114,000 inside flue. ..................................................................... 818,008 furnace, bridge-wall, etc. ................................................. 1,297,185 Total number of square feet in boiler. .................................. 2,875 A vertical water-tube boiler patented by D. B. Martin was used almost to the exclusion of every other form in the United States for many years. It differs from the Earl of Dunstanfield's boiler in that it has no firebox and no grate; but the most important of all the experi- ments ever made was the trial, in 1863 and 1864, by a board of engineers, of the vertical water- tube boiler on the principle of Martin's patent. The results were favorable to the gen- eral practice, and with various modifications. A full summary of these experiments will be found in papers published by the American Society of Mechanical Engineers. It is probable that at that time, the best examples of standard practice, and the proportions of the horizontal fire-tube boiler were essentially the same as at present. The boilers are illustrated in Figs. 486 to 489, and the principal dimensions are as follows:
Name of Valve Time of Valve Set to Open at 25 Pounds Set to Open at 30 Pounds
At Least Amount Required At Least Amount Required At Least Amount Required At Least Amount Required
Ashworth 1st Trial 1st Trial 1st Trial 1st Trial
Crosby 1st Trial 1st Trial 1st Trial 1st Trial
Crosby 2nd Trial 2nd Trial 2nd Trial 2nd Trial
Crosby 3rd Trial 3rd Trial 3rd Trial 3rd Trial
Crosby 4th Trial 4th Trial 4th Trial 4th Trial
Crosby 5th Trial 5th Trial 5th Trial 5th Trial
Crosby 6th Trial 6th Trial 6th Trial 6th Trial
Crosby 7th Trial 7th Trial 7th Trial 7th Trial
Crosby 8th Trial 8th Trial 8th Trial 8th Trial
Crosby 9th Trial 9th Trial 9th Trial 9th Trial
Crosby 10th Trial








Horizontal Fire-Tube Boiler Vertical Water-Tube Boiler
Length 190 ft. 190 ft.
Width 2 ft. 2 ft.
Number of rows 3 3
Length of row 66 ft. 66 ft.
Width of row 4 ft. 4 ft.
Total number of tubes 276 276
Leverage of tubes 5 ft. 5 ft.
Number of tubes per row 96 96
Total number of tubes 96 96
Diameter of tubes (outside) 2 in. 2 in.
Diameter of tubes (inside) 1-3/4 in. 1-3/4 in.
Bending-elevation (outside) 2 in. 2 in.
Bending-elevation (inside) 1-3/4 in. 1-3/4 in.
Tubes per row (outside) 96 96
Tubes per row (inside) 96 96
Total number of tubes (outside) 96 96
Total number of tubes (inside) 96 96
Area-space in general:
Total area space (outside)
Total area space (inside)
Cross section of chimney:
Length of chimney:
Weight of boiler:
Total weight:
The general result of the experiments was to show that, as the boilers were constructed, the verti- cal water-tube boiler was the most economical, but as rapid a rate of combustion could not be main- 15
$8,400 lbs. The general result of the experiments was to show that, as the boilers were constructed, the verti- cal water-tube boiler was the most economical, but as rapid a rate of combustion could not be main- 15. 194 BOILERS, STEAM. tained in it as in the other, with natural draught. In varying the proportions, however, it was found that by removing a sufficient number of the vertical tubes, the water-tube boiler could be made to burn coal at the same rate as the fire-tube boiler, and with about the same economy. This A diagram showing the arrangement of a water-tube boiler. fact does not seem to have been very generally noticed, but it is well illustrated in the boiler designed by Thoron Skeed, Fig. 409, which seems to have some important advantages over the ordinary water tube boiler. Fig. 465 shows the space at present occupied by the boilers and fire-room of A diagram showing the arrangement of a water-tube boiler with a fire-room. the P. M. R. S. Colon, and Fig. 461 the space required for Mr. Skeed's water-tube boilers to evaporate the same amount of water as the others. The following table illustrates this point more fully :
Boilers for Steamship Colon. Mr. Skeed's Proposed Boilers. Water-tube Boilers.
Free surface in four boilers 798 sq. ft. 524 sq. ft.
Normal draught 84 cu. ft. 84 cu. ft.
Cross area to flow 34 34
Width of fire room 84 84
Cross area of space in four boilers and fire-room 13,500 13,500
Total cross area of space 13,500 13,500
Total cross area of space from 187° per hour 94,000 94,000
The objections are sometimes made to the vertical water-tube boiler, that the tube-boxes cannot be cleaned quite as readily as the horizontal tubes, and that a leaky tube in the water-tube boiler cannot be stopped as readily as an horizontal tube; since in the former case water must be A diagram showing the arrangement of a water-tube boiler with a fire-room and tube-boxes. 465 461 469 469 461 469 469 461 469 469 461 469 469 461 469 469 461 469 469 461 469 469 461 469 469 461 469 469 461 469 469 461 469 469 461 469 469 461 469195 Flow from the boiler before the tube can be plugged or expanded. Practically, however, these objections are not very serious. Fig 486, A and B, illustrate the modern marine boiler, which is now in general use. It is a tubular boiler with a cylindrical shell, and cylindrical flues which form the furnaces. In this example the flues are strengthened by ring-joints, as shown at A. The longitudinal seams are strengthened, and the longitudinal seams are made with transjoints, with covering plates on each side. Some of the tubes are of extra thickness, to take the place of longitudinal braces, being secured with nuts at the ends. Fig 488 gives views of a boiler designed by Mr. C. E. Emery, of New York, which is selected as 196 BOILERS, STEAM. A detailed technical drawing of a steam boiler, showing its various components and dimensions. STEAM-BOILER DESIGNED BY G. E. EMERTY, C. E. OF NEW YORK. Copyright 1905 by the American Society of Mechanical Engineers. All rights reserved. No part of this publication may be reproduced, stored in a retrieval system, or transmitted in any form or by any means, electronic, mechanical, photocopying, recording, or otherwise, without prior written permission of the ASME. BOILERS, STEAM. 197 A good example of modern practice. The sectional dimensions will be found on the plan, and the peculiarities of construction are there clearly detailed. The large opening from steam-drum to shell, which ordinarily would be a source of weakness, is strengthened by transverse braces arranged very nearly at the third lines of the struts, the same being crossed simply to permit the passage of A diagram showing the internal structure of a boiler. Boiler Diagram a man above and below them. The connection from drum to boiler is made through oval openings of man-hole size, which do not materially weaken the main shell. The coming of back ends of furnace-tubes into the shell is secured by means of a short flange, which is bolted to the shell at the code, as shown, and pass between angle-grooves, which support the plates. All longitudinal seams and those between the tubes and shell are riveted, and all other seams are stiffened by flanging ends of sections outward, and riveting flanges together through welding rings. The sectional boiler, several varieties of which have been illustrated, and which is now successively used on many ships, is one in which the water circulates under pressure. The efficiency of the tubes being destroyed in a short time, probably on account of imperfect circulation under the usual water level, has led to the adoption of a new form of boiler in which this difficulty is pre- sente. (In the "Transactions of the Institution of Naval Architects," 1874,) is a paper containing an account of this new form of boiler, and also a description of its working. A similar form has been found in Engineering, xxi., and an abstract of it in Chief-Engineer King's Report on European Ships of War. **Improvement of Boilers.—The water-heating surface of a boiler is all the surface which has flame or heated gas from the furnace on one side and water on the other. Surface which has flame or hot gas on both sides is called fire-surface.** The area for the passage of the products of combustion, taken at any section of their course after leaving the furnace, is called passage area. This area may be measured either horizontally or vertically. Ordinarily, when not otherwise specified, the term refers to the area through or around the tubes of fire and water-tube boilers, and through the flue of air blowers, although it is equally applicable, as it is shown in Fig. 306, to all forms of boilers. In some cases it includes also that part of the passage area through which gases pass directly from the furnace to the chimney—a fact which must be considered in designing boilers for ships. In some cases it includes also that part of the passage area through which gases pass from the chimney to the atmosphere; but in most cases it does not include such part. In some cases it includes also that part of the passage area through which gases pass from one part of a boiler to another; but in most cases it does not include such part. In some cases it includes also that part of the passage area through which gases pass from one part of a boiler to another; but in most cases it does not include such part. As has been noticed, the products of combustion turn twice in their passage to the chimney. Examination might be given to still a greater number of deflections of the heat gases. It may be evi- dent that if these deflections could be reduced to zero, i.e., if they did not occur at all (as with any type), dependence upon the amount of air supplied for combustion, and thus upon its governor principally by its own action, would be entirely eliminated; and that this would greatly improve the performance of a boiler in another important particular. When it is very large, the hot gases, in passing over the heating surface, are not broken up and mingled in such a manner as to cause their temperature to fall so rapidly as to prevent their reaching a high temperature before they are exhausted; and this effect is often produced. Until the improvement in the calorimeter was first announced by Chief-Engineer B. F. Burdette (Engineering, xii.), no one had thought that this effect could be produced except upon the rate of heating to the grate surface for any given rate of combustion; and this principle will still be found in many engineering treatises, and will be acted upon to a large extent, in practice. The best rules that can be given for designing boilers are drawn from experience; and the three laws laid down by Mr. Burdette are worthy of careful study by engineers. The following experi- ments that have ever been made, will be of great value to those who study them carefully. A diagram showing different types of boilers. Boiler Diagram
BOILERS, STEAM.
Summary of Expenditures with Personal Property, 1884, 1886.
REVENUE AND EXPENDITURE
$108
PURPOSE OF CONSTRUCTION THE PURPOSE OF WATER PUMPING, FRESH AND BRINE.
$108
BOARD OF WATER PUMPING, FRESH AND BRINE.
$108
BOARD OF WATER PUMPING, FRESH AND BRINE.
$108
BOARD OF WATER PUMPING, FRESH AND BRINE.
$108
BOARD OF WATER PUMPING, FRESH AND BRINE.
$108
BOARD OF WATER PUMPING, FRESH AND BRINE.
$108
BOARD OF WATER PUMPING, FRESH AND BRINE.
$108
BOARD OF WATER PUMPING, FRESH AND BRINE.
$108
BOARD OF WATER PUMPING, FRESH AND BRINE.
$108
BOARD OF WATER PUMPING, FRESH AND BRINE.
$108
Purpose of ConstructionTotal CostBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and BrineBoard of Water Pumping Fresh and Brine
Purposes
of Construction
Passes of Cistern RELATIVE EFFICIENCY.
NATURAL DRAUGHT PURPOSED DRAUGHT
Rate of Flow per Hour Rate with Four Feet Fuel Rate with Four Feet Fuel Rate with Four Feet Fuel
1 1 948 1,711 1,469
2 378 504 340 341
3 270 370 280 280
4 192 257 198 198
5 148 191 148 148
6 105 139 105 105
7 753
Construction of Boilers.—The following rules, giving about one-eighth the ultimate strength of the material for the working stroke, and following the proportions recommended by the best authorities, will be found sufficient for all practical purposes. The boiler should be so designed that the steam pressure shall not exceed two-thirds of its ultimate strength, and that the steam pressure shall not be less than half ; but, taking into account the rapid deterioration of steam-boilers, and the violent strains to which they are subjected, it is advisable to allow a margin of safety greater than that here specified. The boiler should be so constructed that no part of it shall be weakened by any defect or lack of thickness which may be permitted, on principles of true economy. The reader will find interesting data relating to this subject in Fairbanks's " Useful Information for Engineers," Haskins's " Treatise on the Steam Boiler," and in the papers read before the Iron Founders' Association, and the English Boiler Insurance Association, "Proceedings of the Institution of Civil Engineers," vol. vi., "Fouling and Corrosion," by J. W. H. Smith, Esq., F.R.I.C.S., 1873; Grashow's "Feuchtigkeitshütte," and "Des Ingénieurs Taschenbuch, von dem Verein 'Hütte.'" Notation. $$E = \text{diameter of rivet, in inches}$$ $$L = \text{length of rivet under head, in inches}$$ $$W = \text{width of rivet under head, in inches}$$ $$P = \text{distance between centres of rivets, in inches}$$ $$F = \text{working pressure of steam, in pounds per square inch}$$ $$L_1 = \text{length of cylindrical plate, in inches}$$ $$L_2 = \text{length of cylindrical flange, in inches}$$ $$R = \text{radius of circular plate, in inches}$$ $$r = \text{radius of rectangular plate, in inches}$$ $$b = \text{breadth of rectangular plate, in inches}$$ $$S = \text{distance between centres of stays, in inches}$$ $$A = \text{area of cross-section of stay, in square inches}$$ 1. Diameter of rivets. $$\frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \quad \frac{E}{2}, \\ K = T + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 + R + r + b + S + L_1 + L_2 BOILERS, STEAM. 211 (8.) Each line of rivets, double riveted joints.
p = T × 7. for plates up to ½ inch in thickness.
6. for plates from ⅔ to ¾ inch in thickness.
5. for plates from ⅔ to ¾ inch in thickness.
4. for plates from ⅓ to ¼ inch in thickness.
4. Lap of joint.
Single-riveted Double-riveted
t = T × 0.5 0.5
0.35 0.35
0.25 0.25
0.15 0.15
0.1 0.1
5. Working pressure for cylindrical shells.
P = T × D × t 10,000
7,000
5,000
4,000
3,000
2,500
2,000
1,500
1,250
1,125
1,000
950
900
850
800
750
700
650
600
550
500
450
400
375
350
325
312.5
300
275
262.5
250
225
212.5
200
175
162.5
156.25
148.75
142.5
137.5
132.5
127.5
122.5
117.5
112.5
107.5
102.5
97.5
92.5
87.5
82.5
77.5
72.5
67.5
62.5
57.5
52.5
47.5
42.5
37.5
32.5
27.5
22.5
17.5
12.75
11.25
9.75
8.75
7.75
6.75
6.
6. Thickness of cylindrical shell.  
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
&nb... <img> <page_number>482</page_number> <img> Automatic Application of Brakes by Electricity.-An ingenious device has been adopted on the Northern Railway of France, by means of which brakes are applied automatically when the signals are against a train. The general principle involved is, that when the train passes a signal against BREAD AND BISCUIT MACHINERY. 229 It, a brush of wire on the engine comes in contact with a raised wedge at the side of the rail, and closes a battery circuit. The moment this occurs the engine-whistle is sounded, and steam is turned on to the boiler, which is thus heated up to its proper temperature. This apparatus is illustrated in Fig. 485, a, which shows an engine and portion of a track fitted with the lever-gear. The lever-gear consists of two levers, A, B, and a pair of levers, C, D, which are connected by a rod, E. The levers A and B are pivoted at their upper ends to the frame of the engine, while the levers C and D are pivoted at their lower ends to the frame of the car. The levers A and B are actuated by the counterweights; F, vacuum-cylinders acted on by the ejectors and working the brake-levers; I, wires establishing the electric communication from one end of the train to the other, and connecting in series with each other all the cars in which there is an electric motor; J, a switch for opening and closing the current; K, a switch for opening and closing the current between the car and earth; L, a switch for opening and closing the current between the car and the lever; M, a switch for opening and closing the current between the lever and earth; N, a switch for opening and closing the current between the lever and earth; O, a switch for opening and closing the current between the lever and earth; P, a switch for opening and closing the current between the lever and earth; Q, a switch for opening and closing the current between the lever and earth; R, a switch for opening and closing the current between the lever and earth; S, a switch for opening and closing the current between the lever and earth; T, a switch for opening and closing the current between the lever and earth; U, a switch for opening and closing the current between the lever and earth; V, a switch for opening and closing the current between the lever and earth; W, a switch for opening and closing the current between the lever and earth; X, a switch for opening and closing the current between the lever and earth; Y, a switch for opening and closing the current between the lever and earth; Z, a switch for opening and closing the current between the lever and earth. The dotted line shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches are connected together. The dotted line also shows how these switches areconnected 230 BREAD AND BISCUIT MACHINERY. represented in Fig. 494. The mass-mechanizer $A$ and mixer $B$ are cast in one piece, and communicate by an equilibrium-valve and raised aperture; the water-chamber $C$ is connected with a water-pipe and with the gas-generating chamber $E$, through pipes whose discharge is controlled by cocks. The flour and water are conveyed into the mass-mechanizer by means of a pipe, at a pressure of 100 lbs. per square inch, it is allowed to pass through the water, which, when thoroughly charged, is admitted to the mixing-chamber, where it is mixed with the flour and sent by revolving beater. The revolving beater is so arranged that it cannot be choked by dough. The two vessels are also connected by an equilibrium-valve $D$, allowing the dough to fall into the mixing-chamber, and then being raised up again, allowing the dough to fall into the baking-pan, $G$. When the dough is passed to the baking-pan, by means which allow of its being surrounded by air or gas under pressure, it is immediately baked in the oven, and the expansion of the dough on rising causes a slight increase in temperature. The bread rises to a height of about 15 inches above the floor of the oven; this is known as "the rise," and is due to the expansion of the gases formed during baking. The bread is baked in a steam oven, which is heated by a fire placed in a brick stove, and which is supplied with steam from a boiler. The steam is admitted to the oven by means of a pipe, and is allowed to escape through another pipe. The steam is admitted to the oven by means of a pipe, and is allowed to escape through another pipe. The steam is admitted to the oven by means of a pipe, and is allowed to escape through another pipe. The process of making baked bread is known as the "wine process," and consists in forming a paste from flour and water, which is then kneaded until it becomes soft and elastic; it is easily kneaded, requiring only half the power to work the kneading machine than would be required for hand-kneading. The dough is kneaded in a machine (shown in Fig. 495) which consists of two cylinders revolving in opposite directions, one cylinder being driven by a belt from a flywheel, while the other cylinder is driven by a belt from a motor. The dough is kneaded in this manner until the carbonic acid gas passes out of it; the dough is then allowed to rest for some time before being kneaded again. The effect of this new wine process on the flour is that the gluten cells of the starch are softened and broken up, and the dough is thus expanded more quickly than when kneaded by hand; it also becomes soft and elastic; it is easily kneaded, requiring only half the power to work the kneading machine than would be required for hand-kneading. The dough is kneaded in a machine (shown in Fig. 495) which consists of two cylinders revolving in opposite directions, one cylinder being driven by a belt from a flywheel, while the other cylinder is driven by a belt from a motor. The dough is kneaded in this manner until the carbonic acid gas passes out of it; the dough is then allowed to rest for some time before being kneaded again. The effect of this new wine process on the flour is that the gluten cells of the starch are softened and broken up, and the dough is thus expanded more quickly than when kneaded by hand; it also becomes soft and elastic; it is easily kneaded, requiring only half the power to work the kneading machine than would be required for hand-kneading. The use of such low pressures, besides being a great secondary gain, is of considerable importance in giving to the bread a soft and beautiful plastic texture. The dough, when prepared by the wine-process also makes and bakes better than the product made on an investment of 100 lbs. less than the oven-heat hitherto required for inverted bread. The effect of this new wine process on the flour is that the gluten cells of the starch are softened and broken up, and the dough is thus expanded more quickly than when kneaded by hand; it also becomes soft and elastic; it is easily kneaded, requiring only half the power to work the kneading machine than would be required for hand-kneading. Bread-making Machinery.--With Watson's bread-making apparatus (Fig. 498 to 499), the entire operation can be performed without any assistance whatever from outside persons. This apparatus has been used for many years in England, but has never been introduced into America. It consists essentially of three parts: (1) A large cylindrical mass-mechanizer (Fig. 498), which contains all necessary machinery for preparing and baking bread; (2) A large cylindrical mass-mechanizer (Fig. 498), which contains all necessary machinery for preparing and baking bread; (3) A large cylindrical mass-mechanizer (Fig. 498), which contains all necessary machinery for preparing and baking bread. 495496497498499500501502503504505506507508509510511512513514515516517518519520521522523524525526527528529530531532533233 BREAD AND BISCUIT MACHINERY. A large machine with a dough mixer at the top, a dough divider below it, and a dough sheeter below that. The rotation of the trough by the balls and dough are elevated together, and by their falling down the dough will be subjected to best handling. The dough is then taken up by the hands of the baker. Instead of employing a revolving cylinder, it is fixed; as agitator is made to revolve, and the dough is thus agitated about an axis, extending the whole length of the trough. The flour-mill or roller-making, as practised in large baking establishments in this country, consists of two parts: 1. The flour-mill or cylinder of beating; 2. mixing; 3. breaking or kneading; 4. rolling; 5. sheering; 6. cutting; 7. op- eration; the cylinder-agitator is generally used. It is raised some distance from the floor, and is supported on two shafts, one on each side, but, super, etc. It consists of a nearly cylin- drical pan U, which is supported on two shafts, which run through its centre, and is revolved by a wheel G, which is turned by a shaft H. This shaft carries four stirrers I, which are placed at right angles to the drum-former of the pan. The driving wheel G has a spur gear on its periphery, which gear into a pinion on another shaft. The pinion J drives a second wheel K, which has a toothed segment for lifting the cover and for turning it over. The cover is gener- ally 1 barrel of flour, and the time required for mixing is 10 minutes. From the mixer the dough passes into a second cylinder, of which two kinds are used, viz., the simple cylinder, and the double cylinder. In both cases only very tender dough is em- ployed, but only for very tender dough. In the simple cylinder (Fig. 489) when under the iron roller it is folded, this process is continued until the dough is perfectly smooth and elastic. The speed of this machine is about 180 revolutions per minute. Fig. 490 shows a double cylinder, the object of folding being to accomplish the same result. From the break the dough is carried to the cutting-machine, which are of various forms: 1. The V-shaped cutter; 2. The cylinder and the stamper. The latter is in more gen- eral use than the former. The cylindrical machine is much more expensive with- out any advantage whatever over the other. The stamper is made in two forms: that which requires the scraper, or the portion between the two blades of the cutter (Fig. 491), and the English machines manufactured by Vickers and others. In these machines instead of wood- en rippers, the crockers are made of metal; and an ascending apron carries the scoop into a box. A machine of the first class consists of an iron cylinder with two horizontal blades or knives which reduce the dough to about an eighth of an inch thick; these knives can be ad- justable; the cutter is in the centre of the machine; it consists of two horizontal blades un- der the cutter and over a bed-piece of hard wood, covered with rubber three-eighths of an inch thick; this bed-piece supports the cutter. The web is stretched over rollers on each end of this bed-piece; it is drawn by a toothed wheel moved by an eccentric on the cutter-shaft. The motion is such that when the A close-up view of a dough sheeter showing how it works. BREAKER, OR CRUSHER. 233 stamper is down the wall is stationary, and as it rises it moves forward just sufficiently to bring fresh dough into place. The cutters are made of gunmetal and fixed with little ejections on both buncut and scrap. This machine is used principally for raised crackers. It makes about 100 revo- lutions per minute, and the time required varies according to the size of the loaves or other material. Bread usually requires 5 minutes; raised crackers 3 minutes; fancy crackers 2 minutes; and plain crackers 1 minute. The stamper is driven by a belt from the shaft of the flour-mill, which is connected with a gear-wheel. The movements of the aprons--of which there are three, viz., that which carries the dough direct to the cutter and the pan, the scrap elevator, so also that of the brush and presser--are regulated by a lever at the side of the machine. This motion is easily adjustable to alter the movement of the aprons and rollers. An improvement on this machine consists in placing a pair of shears between the two rollers (to whose courtesy we are indebted for the facts presented in this article), which afford a continuous feed and separate the dough from the scrap separated by a finger device, the biscuits going into pans over one. The machine makes 60 revolutions per minute, and as it rises it moves forward just suffi- ciently to bring fresh dough into place. The cutters are made of gunmetal and fixed with little ejections on both buncut and scrap. This machine is used principally for raised crackers. It makes about 100 revo- lutions per minute, and the time required varies according to the size of the loaves or other material. Bread usually requires 5 minutes; raised crackers 3 minutes; fancy crackers 2 minutes; and plain crackers 1 minute. The stamper is driven by a belt from the shaft of the flour-mill, which is connected with a gear-wheel. The movements of the aprons--of which there are three, viz., that which carries the dough direct to the cutter and the pan, the scrap elevator, so also that of the brush and presser--are regulated by a lever at the side of the machine. This motion is easily adjustable to alter the movement of the aprons and rollers. An improvement on this machine consists in placing a pair of shears between the two rollers (to whose courtesy we are indebted for the facts presented in this article), which afford a continuous feed and separate the dough from the scrap separated by a finger device, the biscuits going into pans over one. The machine makes 60 revolutions per minute, and as it rises it moves forward just suffi- ciently to bring fresh dough into place. The cutters are made of gunmetal and fixed with little ejections on both buncut and scrap. This machine is used principally for raised crackers. It makes about 100 revo- lutions per minute, and the time required varies according to the size of the loaves or other material. Bread usually requires 5 minutes; raised crackers 3 minutes; fancy crackers 2 minutes; and plain crackers 1 minute. The stamper is driven by a belt from the shaft of the flour-mill, which is connected with a gear-wheel. The movements of the aprons--of which there are three, viz., that which carries the dough direct to the cutter and the pan, the scrap elevator, so also that of the brush and presser--are regulated by a lever at the side of the machine. This motion is easily adjustable to alter the movement of the aprons and rollers. An improvement on this machine consists in placing a pair of shears between the two rollers (to whose courtesy we are indebted for the facts presented in this article), which afford a continuous feed and separate the dough from the scrap separated by a finger device, the biscuits going into pans over one. The machine makes 60 revolutions per minute, and as it rises it moves forward just suffi- ciently to bring fresh dough into place. The cutters are made of gunmetal and fixed with little ejections on both buncut and scrap. This machine is used principally for raised crackers. It makes about 100 revo- lutions per minute, and the time required varies according to the size of the loaves or other material. Bread usually requires 5 minutes; raised crackers 3 minutes; fancycrackers 2 minutes; and plain crackers 1 minute. The stamper is driven by a belt from the shaft of the flour-mill, which is connected with a gear-wheel. The movements of the aprons--of which there are three, viz., that which carries the dough direct to the cutter and the pan, the scrap elevator, so also that of the brush and presser--are regulated by a lever at the side of the machine. This motion is easily adjustable to alter the movement of the aprons and rollers. An improvement on this machine consists in placing a pair of shears between the two rollers (to whose courtesy we are indebted for the facts presented in this article), which afford a continuous feed and separate the dough from The first attempt upon the Pacific coast to substitute machine for hand labor in rolling were in the direction of stamping of unusual weight, raised by means of a height of 6 feet, and allowed to 324 BREAKER, OR CRUSHER deep upon the mass of rock to be broken. Stamps of this kind, either single or two in a battery, were placed at the superb mill erected near Aurora, at the Real del Monte, and at the Antelope. They weighed 2,000 lbs each. There were no mortars, but a solid bed or anvil was surrounded with massive pieces of iron, which were so arranged that when the stamp fell on them they would rebound back up again. The stamps were 1 foot in diameter, could be rolled in and subjected to a succession of blows. The two heads could break up almost any stone, but the smaller ones required more blows than the larger ones. We consider that for each blow a ton weight of stamp will be needed to break 4 feet, and that the smaller the mass to be broken, the greater will be the number of blows necessary. For example, if a stone 6 inches in height, lay upon the anvil, the stamp fall upon it from a height of 5 feet 6 inches; but when a block 2 feet high, which needed much harder blow, was upon the anvil, the stamp fall only from a height of 3 feet 6 inches. This is very well seen in the way in which we use at Washoe and at Virginia. At the Silver King mine on Lake Superior, heavy hammers have been used for breaking up coarse quartz gravels, and these have managed after all manner of the methods of breaking up large ore-masses. They are open- worked machines, made of pieces of native copper, which cannot be hardened by fire, but are united with ice, and in hammering are heated to redness. The Blake Breaker and Crush- er (see Fig. 498) is made by Whitney Blake of New Haven, Conn., and consists of a frame $A$ (Fig. 498), a side-view or elevation of this ma- chine being shown in Fig. 499. The bar $B$, which is fastened to the frame $A$, is called the fly-wheel shaft, which should revolve at least once per minute. The larger circle $D$, including $D_1$, is a section of the circumference $F$ of a pinion or con- vexed wheel, which is fastened to the bar $B$. The pinion $E$ is fastened to the bar $B$ by means of an al- lowe or toggle joint. If he fixed jaw, this is bolted in place, a section of its teeth, against the end of the frame. $P P'$ are circular plates against which the stone is crushed; while the lower end of the bar $B$ is fastened to the frame $A$ by means of a pin $Q Q'$. The bar $B$ is re- moved from each side, and held in place by $Q Q'$; by changing the position of the checks from right to left, whereupon they are driven into their respective holes in the bar $B$, thus holding it in place; and by moving the bar of iron $K$, which passes freely through it, and forms the piston upon which it vibrates. $L$ is a spring of iron or steel; $M M$ are bolts; $N N$ are steel tongues; $O O$ are steel tongues; $R R$ are steel tongues; $S S$ are steel tongues; $T T$ are steel tongues; $U U$ are steel tongues; $V V$ are steel tongues; $W W$ are steel tongues; $X X$ are steel tongues; $Y Y$ are steel tongues; $Z Z$ are steel tongues; $AA$ are steel tongues; $BB$ are steel tongues; $CC$ are steel tongues; $DD$ are steel tongues; $EE$ are steel tongues; $FF$ are steel tongues; $GG$ are steel tongues; $HH$ are steel tongues; $II$ are steel tongues; $JJ$ are steel tongues; $KK$ are steel tongues; $LL$ are steel tongues; $MM$ are steel tongues; $NN$ are steel tongues; $OO$ are steel tongues; $PP$ are steel tongues; $QQ$ are steel tongues; $RR$ are steel tongues; $SS$ are steel tongues; $TT$ are steel tongues; $UU$ are steel tongues; $VV$ are steel tongues; $WW$ are steel tongues; $XX$ are steel tongues; $YY$ are steel tongues; $ZZ$ are steel tongues; $AAAAA$ are steel tongues; $BBBBB$ are steel tongues; $CCCCC$ are steel tongues; $DDDDD$ are steel tongues; $EEEEEE$ are steel tongues; $FFFFF$ are steel tongues; $GGGGG$ are steel tongues; $HHHHH$ are steel tongues; $IIIII$ are steel tongues; $JJJJJ$ are steel tongues; $KKKKK$ are steel tongues; $LLLLL$ are steel tongues; $MMMMM$ are steel tongues; $NNNNN$ are steel tongues; $OOOOO$ are steel tongues; $PPPPTTQQQQQSSSSSRRRRRWWWWWXXXYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIIJJKKKKLLLLMMMNNOONNOOPPPQQQQRSSSTTUUUVVWWWWWXXXXYYYYZZZZZAAAAABBBBCCCCDDDEEEEFFFFGGGGHHHHIIIII BREAKER, OR CRUSHER. 235 To make good road-metal from hard compact stones, the jaws should be set from 1 to 1½ inch apart at the beginning, for softer and for granular stones it may be wider. **Holl-Breaker** is similar in principle and mode of action to the Blake machine, but differs in var- ious respects. The upper jaw is a single piece of cast iron, and is attached by means of a pin to the fixed jaw; and the jaws are driven by separate toggle-levers and eccentric, so that they make al- ternate strokes. This alternate movement is turned to account to draw back the jaws, the forward movement being assisted by a spring. The lower jaw is a single piece of cast iron, and is detachable, and is held in place by wedge-shaped bolts which may be easily tightened. The fixed jaw has the teeth on one side only, and these are arranged with respect to the movable jaw that the teeth of the latter work opposite a space in the fixed jaw, and thus give a continuous cutting action to the teeth of the movable jaw. The teeth of the each are directly opposed to the teeth of the movable jaw. The arrangement is claimed to give the jaws an improved cutting action. **Bull-Breaker** consists of an upright circular shell, in which is a vertical shaft, the upper ex- tremity of which is pivoted in a ball-and-socket bearing in the cover surrounding the shell or case. The lower extremity of this shaft is fitted with a cone-shaped roller, which revolves in its con- vex position with reference to the centre of the hub. The breaking head, which is placed near the upper end of this shaft, is also pivoted in a ball-and-socket bearing in the cover surrounding the hub; and lying in the hub of the gear below, and advances successively toward every portion of the outer wall, revolving the ore between chilker faces on both the walls and across them. The capacity of this breaker is stated to be 10,000 tons per hour. The **Bull-Breaker** is designed to work upon material on the principle of abrasion, instead of on the generally adopted principle of direct compression or impact. It breaks, crushes, and pulverizes by repeated blows against each other, and by repeated pressure against a stationary concen- trated steel faces thereof; the motion of the rubbing surfaces being obtained by the oscillation of the body. Both swing at the same time, in one and the same direction, and at an equal speed. At their different positions they strike each other with great force; and while this force (in order of production wanted) is such that the distance apart from face to face is seen as at all points of contact between them; yet they do not touch each other; but merely rub against each other's faces, and take down contact-which acts at their other extremities recovering the state that just out from their first contact; and then again striking each other with greater force than before; and move on a newly horizontal plane, alternately pushing and pulling the dice within it till the full dis- tance of the stroke, and imparting the rubbing effect. Thus, by this method, all parts of the line to dif- ferent sizes are reduced to nearly uniform size; and all kinds of steel rock. The crank-shaft drives the rolls and crank is direct by way of a pinion. The crank-shaft, fly-wheel, and pulley do not re- quire special mention.
T = P × D × t × h × r² ÷ (πD²) Diameter of shell.r² ÷ (πD²) = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b² × c² = k² × b₂ 213 BOILERS, STEAM.
11. Working pressure for stoved surface. Copper plates. Wrought-iron plates. Steel plates.
$P = \frac{7T}{8} \times$ 17,000 27,000 43,000
12. Thickness for stoved surface. Copper plates. Wrought-iron plates. Steel plates.
$T = S \times V^2 F$ 0.00767 0.0365858 0.0361414
13. Working pressure for stoves. $A = \frac{P}{S} \times$ Copper stays.
4,000 4,000 4,000
14. Area of stove: $d = A \times S^2 \times$
0.00022 0.000833
15. Diameter of stove: $d = v(1.172 \times A)$,
The following table for converting vulgar fractions into decimals will be found useful in connection with these rules.
Nom. Fractions. Divisions. Decimals. Divisions.
1 1 1 0.995
1 1 1 0.995
1 1 1 0.995
1 1 1 0.995
1 1 1 0.995
**BOILERS.** 0.38 inch. In this example it will be seen that one of the constants has to be determined by trial, since it depends on the thickness of the plate, which is unknown. 6. The working pressure for the flat head of a cylindrical boiler, unstayed, 20 inches diameter, male of wrought-iron half as thick, $m = \frac{1}{2} \times 9000 = 22.5$ lbs. per square inch. 10. The thickness for a steel plate, unstayed, 12 inches square, exposed to a pressure of 40 lbs. per square inch, is found to be 0.075 inch. 11. The working pressure for a wrought-iron plate, stayed at intervals of 7 inches, and three-eighths of an inch thick, $= (0.75)^{\frac{3}{8}} = 27,000 = 74.5$ lbs. per square inch. 12. The thickness for a steel plate, exposed to a pressure of 100 lbs. per square inch, with stays 5 inches from centre to centre, $= \frac{5}{\sqrt{100}} = 0.0624171 = 0.34$ inch. 13. The thickness for a wrought-iron plate, unstayed, 3 inches by 3 inches, 0.65 square inch, and placed 8 inches between centres, $= \frac{8}{\sqrt{3}} = 2.84$ lbs. per square inch. 14. The area for wrought-iron stays, 8 inches between centres, for a pressure on the plate of 100 lbs. per square inch, $= 100 \times (57 - 0.0628) = 635$ square inch. 15. The perimeter of a round stay, whose area is 0.628 square inch, $y(1.725 - 0.628) = 0.89$ inch. As before remarked, if these rules are to be changed so as to give the proportions with a different degree of safety than those given in the preceding examples. Thus if a boiler is to be proportioned with only five-eighths as much strength as these rules give, multiply the constants in the for wrought-iron plates by $\frac{5}{8}$. Lifting machines are generally used in the construction of modern boilers with plates more than half an inch thick. The joints between plates are made by means of a machine called a clipping and clamping the seams. Sometimes the edges of the sheet that is to be clamped is pinned before the sheet is put into position. An important improvement in the mode of calling out the thicknesses of plates is illustrated in Fig. 448, which sufficiently shows the nature of the Where holes are cut in boilers for man and hand doors, and for connections with steam-drum, the sheet should be slightly thicker than usual, and any pipe that is attached to a boiler should be slightly thicker than usual also when being screwed into threads cut in the sheet. The method shown in Fig. 449 is secured to the tube-boshes by expanding them slightly at the inner or outer or at both edges of the sheets. Formerly this was done with a hand-tool and light hammer, but tube-expanders now employed almost exclusively. The two forms in common use are Frouss's, A diagram showing how to expand tubes. Fig. 448 and 449; and Dodson's, Fig. 449. The former, it will be seen, consists of an expanding bellow plug; in common use held together by a spring. In using this tool, it is inserted into the end of the tube, and expanded by the action of a tacker mounted driven into it; turning the expander slightly away from the tube while it is being expanded. The latter consists of a series of tubes connected by a joint which expands outwardly by the action of a tackering mandrel, which needs only to be turned a few times to do the work. It is stated that this method prevents "corrosion" or "rusting." Incrustation and Corrosion.—The action of the boiling feed water heater, which removes the solid 214 **BOILERS, STEAM.** Inquiries from the water before it enters the boiler has already been referred to. This device proves very efficacious in many instances, but there are some qualities of feed-water that cannot be purified in this manner. None of the water used in marine boilers can be rendered pure by ma- chines of this kind, because they are not adapted to deal with the large quantities of water required in creations upon the sheets and flues. The means of information on the heating surfaces of a boiler, however, have been greatly improved by the introduction of the steam-gauge, which shows at a glance the boiler temperature. In consequence of this improvement, the boiler frequently becomes overheated, and is thus rendered worthless. There are many so- called safety-valves, but none of them are really safe. They are liable to be broken by the pressure of the steam, and it is difficult to find anything that will attack incrustations, that is not also liable to injure the iron. An account of a number of these precautions, with their analysis, is contained in a "Report on Water for Marine Engines," published by the United States Department of Commerce. It is evident, however, that in the case of spring waters, as crude petroleum, soda ash, and tannate of soda. In using any of these remedies, it is necessary to heat the water thoroughly before adding it to the boiler. Otherwise it may be suffered by allowing the water to remain in the boiler after the fire is hauled, until it is quite cold, and then added to the hot water. The use of soda ash and tannate of soda have been used with some success. Tobacco juice was tried for some time in vessels of the United States Navy, and it was found that, while the amount of deposit was not diminished, it could be more easily removed. At the present time, marine-cremendors are used with nearly all marine engines and, in general, the amount of deposit is less than formerly. The reason for this is that a more perfect cleaning has been introduced into marine practice. For instance, when a con- face-container was employed, corroded very rapidly, particularly in spots over the fire, so that in a few months the crown-heat was usually taken out of place. Although the cause of this cor- rosion is not known with certainty, it appears probable that it was caused by water being carried from the cylinder into the boiler, and possibly by a slight degree of pulsation action between the brasses and cast-iron parts. When this condition existed, it was found that a very thin layer of soft lead had been deposited on the brasses. This soft lead has been removed by washing with hot water and soap solution. A similar remedy has been discovered, which consists in tinting the condenser tubes, and allowing a very thin coating of lead to form on them. This method has been found successful in several cases. As a matter of fact, it is sometimes dissolved. Mr. F. J. Rowan recommends that an artificial coating be pro- duced by feeding in a thin mixture of lead and magnesium hydroxide. In this connection it may be said that many and important improvements have been made throughout the most prominent points. For useful information on this subject, reference is made to the "Reports of the Board of Marine Inspectors," issued by the United States Department of Commerce under the direction of F. J. Rowan. **Boiler Explosions.—At present there are numerous companies that are willing, for a small premium, to insure a steam-user against loss from boiler explosions; and that succeed; but a rigid system of inspection, in preventing nearly all accidents to boilers under their charge. The boiler insurance companies have no interest whatever in promoting such an investigation into causes of explosions attending every boiler explosion occurring in that country, so that the ultimate cause of such acci- dents are unknown. The reason why explosions occur is not always due to any defect in design or construction proper; but rather the boiler, weakened in some manner, is no longer able to sustain the ordi- nary working pressure without breaking down. Such accidents are not uncommon; but they are extremely prevalent, as accepted by most intelligent engineers at present. Many of them have been directly disproved by experiments conducted by Mr. W. H. Hough (Engineering Journal, 1885; 1887; 1872); but the most remarkable one occurred in 1876 (see "The Engineer," July 30th). The following is an account thereof: [Text continues] A boiler exploded on board ship "Windsor" on June 20th last year (1885), by reason of an accident which took place during its service on board ship "Windsor." On May 20th last year (1885) this vessel left New York for Liverpool with a cargo of coal for Liverpool; she arrived at Liverpool on June 20th last year (1885). During her passage she had been subjected to considerable strain from her load; and although she had been inspected by competent engineers before leaving New York harbor (the report being dated May 1st last year), yet she had not been examined since her departure from New York harbor. On June 20th last year (1885) at about 10 o'clock p.m., while she was lying at anchor off Liverpool (England), she suddenly gave way under her own weight; and immediately after she broke up into two pieces; one piece floating on top of another piece which lay on bottom; and both pieces were floating on top of each other. The first piece floated away from ship's side about 30 feet; and then sank below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below water-line; and then rose again above water-line; and then sank again below水线;然后沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后再次沉下水线;然后再次浮出水面;然后多次 214214 **BOILERS, SUGAR.** 215 **BOILERS, SUGAR.** See **SUGAR-MAKING MACHINERY**. **BOLESTEARS** are used to support a piece of work at a proper distance above an anvil while being punched or drilled; consequently, the greater the length of drift that protrudes beyond the work, the greater will be the force required to punch or drill it. The BOLESTEARS are made of iron, having holes of various diameters; other bolsters are slotted or may have a long narrow gap, as in forgings, to receive the work. When the work is to be drilled, it is placed on the BOLESTEARS together until the peg is of the proper width. After the bolster is finished, it is cut from the bar, which serves as a guide for the BOLESTEARS. **BOLT-MAKING MACHINERY.** See **NAIL-MAKING MACHINERY**. **BOLTS. See Mills, Gage.** **BOSE-BLACK APPARATUS.** See **SCARFING MACHINE**. **BOOK-MAKING MACHINERY.** This consists of two kinds of bookbinding, known respectively as "cloth-case" and "extra." The first is the cheapest, and that in which machinery is employed; the second is the most expensive, and that in which handwork predominates. The sheets of paper are folded at the rate of from 10,000 to 12,000 per day by folding machines (see *Book-scoring Ma- chines*). The sheets are then laid in piles, collected in sets to form the book, examined, and pressed into a neat condition by means of a press (see *Book-pressing Machines*). The book is then sewed by machinery or by hand. Several volumes are taken together, and an instant fire resulting saws make as many cuts as are necessary to separate them. The sheets are then folded into cloth cases (see *Cloth-case Making Machinery*). A late improvement in sewing sheets consists in gathering the sheets of a sheet in two hoops, old signa- tures being inserted between them. The sheets are then sewed with a machine similar to that when the sheets are gathered in proper sequence, the cuts being made by binding-tinders passing through the continuous thread formed by their interposition. This is claimed to give a very strong binding, and enables books to be sewn without difficulty. In making extra bindings, the sheets and papers are pasted on the back, and its free edge is cut in a cutting machine (see *Paper-cutting Machines*). The edges of the sheets are then trimmed with a trimming machine (see *Trimming Machines*). The case is prepared of cloth and glued, and stamped in an embossing press (see *Presses*). Finally, the book is bound with a cover of cloth or leather (see *Cloth-covering Machinery*). For the manu- facture of the hand-processes for both cloth-case and extra binding will be found in the article "Book- binding," in the *American Encyclopedia.* **BOOK-MAKING MACHINERY.** An apparatus for folding sheets of books for sewing and binding. In fig. 649 is represented a simple form of the Chambers machine. The operator transfers a sheet to his left hand and places it on a table which has been previously set up for this pur- pose. A rock-stool shaft carries a curved arm with a folder C at its extremity, which presses the table, where it passes between rollers which double it and deliver it into a sewing machine (see *Sewing Machines*). To fold an octavo, the one- folded sheet is held by its lower edge against a folding edge, when it is carried to a second roller D which turns it over, and it is thence led to a trough, where it is passed upside down. BOOT-MAKING MACHINERY. See **SHOE-MAKING MACHINERY**. **BOULDERING MACHINERY.** See **DRAILL- ING AND BORING MACHINERY**. **BOOTS:** See **PUNCHED-LEATHER**, **BLAST**, **BOTTLE-MAKING**, **Ice GLASS**, **MASONRY**, **BRACE**, **DILL**, **See DILLER**, **BREATHING MACHINE**, **BREATHING MACHINE**, (1) to a machine for separating the breath from expired air; (2) to a breathing-machine (see *Breathing Machine*), (3) to the handle of a fire-engine pump; (4) to an iron coathanger with a sharp retracting angle, used in basket-making, to fasten the bark from the oaks; (5) to a heavy machine used for rubbing muddy houses; (6) to a frame for combining refractory animals while they are alive; (7) to a machine for breaking up rocks (see *Dredging Machines*); (8) to a vehicle for breaking horses, consisting of running-gears and a driver's seat; (9) to a machine for breaking up stones; (10) to a machine for breaking up coal; (11) to break up stone by means of steam power; (12) to break up stone by means of steam power; (13) to break up stone by means of steam power; (14) to break up stone by means of steam power; (15) to break up stone by means of steam power; (16) to break up stone by means of steam power; (17) to break up stone by means of steam power; (18) to break up stone by means of steam power; (19) to break up stone by means of steam power; (20) to break up stone by means of steam power; (21) to break up stone by means of steam power; (22) to break up stone by means of steam power; (23) to break up stone by means of steam power; (24) to break up stone by means of steam power; (25) to break up stone by means of steam power; (26) to break up stone by means of steam power; (27) to break up stone by means of steam power; (28) to break up stone by means of steam power; (29) to break up stone by means of steam power; (30) to break up stone by means of steam power; (31) to break up stone by means of steam power; (32) to break up stone by means of steam power; (33) to break up stone by means of steam power; 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(142)tobreakupstonebymeans-of-steam-power; (143)tobreakupstonebymeans-of-steam-power; (144)tobreakupstonebymeans-of-steam-power; (145)tobreakupstonebymeans-of-steam-power; (146)tobreakupstonebymeans-of-steam-power; (147)tobreakupstonebymeans-of-steam-power; (148)tobreakupstonebymeans-of-steam-power; (149)tobreakupstonebymeans-of-steam-power; (150)tobreakupstonebymeans-of-steam-power; (15 234567891012345678910IIIIIIIVIIIXVIIIXIXXIIXIVXVIXVIIXVIIIXIXXIIXIVXVIXVII216 **BRAKES.** automatic brakes, or, more properly speaking, some of the continuous brakes, under certain circum- stances, can be made to work automatically. In all cases the breaking force is applied to the wheels, but in the case of the hand-brakes this force is applied by means of a lever which is connected between the various brakes only in the manner in which this force is transmitted to the blocks—com- monly called action—from the motor, whether the latter be steam or air pressure, the force of grav- ity, or the weight of the train. Hard-Brakes. The ordinary hard brake is operated by a brake-man from the platform or the roof or at other convenient place on the train. It consists of two rods, one on each side of the train, and two levers. On the upper end of the rod is a hand-wheel, and to the lower end a chain in a clutch, which, when wound up by the hand-wheel, allows of a sudden release of the brake. On each side of the car, truck or car, their ends being fitted with metallic friction-blocks, which press against the wheels. The vertical rod is connected by a pin to a support on the platform or the roof of the train. The brakes are put on or released when the motion of the train is stopped. There are various other forms of hand-brakes. Screw-brakes are often used on locomotives, in which the carriage is provided with a screw which is turned by a lever. One arm of this screw is fixed to one end of a bell-crank, the other arm of the crank is pulled by a rod provided with a nut which is moved by a lever. The nut is carried simply by the weight of the brake-man, who stands at one end of a lever acting on the bars. As the effect of these brakes increases with their power, it becomes necessary for better devices to effect quick and powerful action of brakes has augmented and improved. The automatic brake was invente- red for human strength, and continuous brakes have been invented, all tending to increase safety and prevent accidents. The automatic brake is actuated by steam pressure. A fast train has depended upon whether two seconds or eighteen elapsed between the application of the brake and its complete stopping. Macdonald determined that theoretically perfect brake should stop a train running at 38 and 50 miles an hour respectively within the following distances:
In bad weather. 767 feet and 1,277 feet.
In moderate weather. 800 feet and 916 feet.
In fine weather. 859 feet and 1000 feet.
Under bad conditions. 1000 feet and 1444 feet.
In order to obtain good results from the use of any form of the tender- brake, application of brakes to rear car, use of sand on rails, and reversal of engine, Captain Tyler in 1875 caused the following trials to be made on the Derby, Castle Dominion & Trust Line, Eng- land. These trials were made with three locomotives (one with steam engine) running over a line via tender-brake and one gauge's-van brake at rear of train applied, sand used, and engine reversed, and steam applied at rear car. The first trial was made with a locomotive having a weight of which was 100 tons per cwt. e.g., was running at a rate of 49.19 miles per hour when the brake was applied at rear car. The second trial was made with a locomotive having a weight of which was 100 tons per cwt. e.g., was running at a rate of 49.19 miles per hour when the brake was applied at rear car. The third trial was made with a locomotive having a weight of which was 100 tons per cwt. e.g., was running at a rate of 49.19 miles per hour when the brake was applied at rear car. The fourth trial was made with a locomotive having a weight of which was 100 tons per cwt. e.g., was running at a rate of 49.19 miles per hour when the brake was applied at rear car. The fifth trial was made with a locomotive having a weight of which was 100 tons per cwt. e.g., was running at a rate of 49.19 miles per hour when the brake was applied at rear car. The application of the brake, run a distance of 907 yards. In the second experiment all available means except reversing the engine were used; i.e., it ran up, and level; speed, 48.95 mile; time, 60 seconds; distance covered by engine alone, 352 yards; distance covered by engine plus air pressure alone, 352 yards; distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 yards; total distance covered by air pressure alone, 352 Steam-Brakes.—Those consist either of apparatus independently attached to the locomotive or to each individual truck or car or both together with an independent mechanism for operating them. An example of the first kind is a steam cylinder placed in the locomotive between the driving-wheels, with two ports communicating with cylinders in each truck or car. When steam is admitted through one port into one cylinder and out through another port into another cylinder, the piston in each cylinder moves forward and applies its force to one end of each lever connecting it with the back-end wheel or truck or car. This method is very effective but expensive because it requires two cylinders for each truck or car although they are far from being so effective as continuous brakes are. Of there are several types: I.—The first type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture of steam and water into vessel. The second type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture of steam and water into vessel. The third type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture of steam and water into vessel. The fourth type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture of steam and water into vessel. The fifth type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture of steam and water into vessel. The sixth type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture of steam and water into vessel. The seventh type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture of steam and water into vessel. The eighth type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture of steam and water into vessel. The ninth type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture of steam and water into vessel. The tenth type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture of steam and water can be introduced into closed vessel and from it hot pipe to pipe first mentioned to exhaust pipe. This provides for admission of a mixture The eleventh type is known as "air-pressure" brakes because it uses compressed air instead of steam. A small closed vessel which is connected with boiler through two other pipes each furnished with a cock. One cock admits steam into vessel while other admits water from sea into vessel through pipe connected with exhaust pipe. A mixture The twelfth type is known as "air-pressure" brakes because it uses compressed The thirteenth type is known as "air-pressure" brakes because it uses compressed The fourteenth type is known as "air-pressure" brakes because it uses compressed The fifteenth type is known as "air-pressure" brakes because it uses compressed The sixteenth type is known as "air-pressure" brakes because it uses compressed The seventeenth type is known as "air-pressure" brakes because it uses compressed The eighteenth type is known as "air-pressure" brakes because it uses compressed The nineteenth type is known as "air-pressure" brakes because it uses compressed The twentieth type is known as "air-pressure" brakes because it uses compressed The twenty-first type is known as "air-pressure" brakes because it uses compressed The twenty-second type is known as "air-pressure" brakes because it uses compressed The twenty-third type is known as "air-pressure" brakes because it uses compressed The twenty-fourth type is known as "air-pressure" brakes because it uses compressed The twenty-fifth type is known as "air-pressure" brakes because it uses compressed The twenty-sixth type is known as "air-pressure" brakes because it uses compressed The twenty-seventh type is known as "air-pressure" brakes because it uses compressed The twenty-eighth type is known as "air-pressure" brakes because it uses compressed The twenty-ninth type is known as "air-pressure" brakes because it uses compressed The thirty-first type is known as "air-pressure" brakes because it uses compressed The thirty-second type is known as "air-pressure" brakes because it uses compressed The thirty-third type is known as "air-pressure" brakes because it uses compressed The thirty-fourth type is known as "air-pressure" brakes because it uses compressed The thirty-fifth type is known as "air-pressure" brakes because it uses compressed The thirty-sixth type is known as "air-pressure" brakes because it uses compressed The thirty-seventh type is known as "air-pressure" brakes because it uses compressed The thirty-eighth type is known as "air-pressure" brakes because it uses compressed The thirty-ninth type is known as "air-pressure" brakes because it uses compressed The forty-first type is known as "air-pressure" brakes because it uses compressed The forty-second type is known as "air-pressure" brakes because it uses compressed The forty-third type is known as "air-pressure" brakes because it uses compressed The forty-fourth type is known as "air-pressure" brakes because it uses compressed The forty-fifth type is known as "air-pressure" brakes because it uses compressed The forty-sixth type is known as "air-pressure" brakes because it uses compressed The forty-seventh type is known as "air-pressure" brakes because it uses compressed The forty-eighth type is known as "air-pressure" brakes because it uses compressed The forty-ninth type is known as "air-pressure" brakes because it uses compressed The fifty-first type is known as "air-pressure" brakes because it uses compressed The fifty-second type is known as "air-pressure" brakes because it uses compressed The fifty-third type is known as "air-pressure" brakes because it uses compressed The fifty-fourth type BRAKES. 217 Lindesoe's brakes act upon the principle of producing the retarding power by using steam from the boiler as a back-pressure upon the piston in a more advantageous manner than with the reversing of the valve-gear. The steam in front of the piston is pressed back into the boiler, and acts thus by its pressure on the piston, which is connected to the brake-shaft. The steam is admitted through a simple nozzle being at the time closed, and the steam admitted through the exhaust-pipes being pumped back into the boiler. The engine is not reversed as in the Lindesoe device. Curtin's brake. The main requirements to be sought for in selecting a railway-brake which can be applied to every wheel throughout the train, if so desired, are: 1. It must be so adjustable as to allow of varying the rate of application according to circumstances. 2. It must be capable of application to every wheel throughout the train, if so desired. 3. It must be so reliable that loss of time occurs but rarely. 4. It must be so simple as to be easily understood by those who apply it, and the moment when its full power can be exerted throughout the train. 5. It must be so easy to apply by the engineer, and so simple as to enable him to put out the train. 6. It must be capable of being applied independently of other brakes and train-guards acting in concert, or by either independently of the other. 7. It must be such that all circumstances may be taken into account, and all circumstances be capable of meeting them, and that it shall be in the shortest possible distance. 8. It must be such that no accident has the effect of failing of any one of its vital parts, such fail- ure must not cause failure of the application of the brake or other- wise, so that any such failure, may be automatically arrested, and not allow any accident to de- terminate made known. 7. It must, in the event of a train breaking down, it must further be capable of immediate auto- matic application to all its wheels, under all conditions. 8. It must be so simple as to require little attention in its mode of working, and not be more expensive than required for any one of its parts than any other portion of the mechanism of the locomotive. The device is called upon to per- form two distinct functions: (1) The apparatus itself, and not by the additional weight or force which can be called in to aid its appli- cation which cannot itself fulfill the purpose for which it is used. It should preferably be incursive for free air admission and should be easily cheap in maintenance; for if the latter condition be not fulfilled, constant watching and fre- quent renewals would be required, and the eighth requirement named above would not be com- plied with. Continuous brakes may be divided into four varieties: 1. Those operating throughout the train by steam pressure only; 2. Those operated by compressed air only; 3. Those operated by electro-magnetism; 3. Those in which water is forced through pipes, which thus serves as a brake fluid; 4. Those in which compressed air is used through pipes, which thus serves as a brake fluid; 5. Those in which braking devices are operated either by compressed air or by air at normal pressure through the passages provided for each type; each variety having its own advantages and disadvantages. 1. CHAIN AND MECHANICAL BRAKES. The first class is that of the Crompton feeds. Fig. 470, may be described as follows: To the ordinary hand-wheel and brake-shafts (for winding up the brakes) is attached a chain running over a pulley on top of a cylinder, which cylinder is moved up or down by a reverse motion of the brake-shaft, to which is attached an arm and pawl; $t$, taking into consideration that this arm is hinged at $b$ and $c$, and that $d$ is a lever pivoted at $e$, $f$ being a pin which passes through $d$ and $e$. When $d$ is held in check by a lever, $a$, from $b$, the extremity of which passes a branch line to the top of the car at $D$, and continuing about 3 feet forward to the bell-coil, the branch-line is attached to A diagram showing a mechanical brake system. 218 BRAKES. here it be to such a way that when the lever is drawn up vertically, the dog disconnects. This is rendered necessary to insure the working of the brake by the bell-cord, whether the train is extended on an up grade, or contracted on a down grade. The attachment of the branch line of each car consists of a bell-cord, which is attached to the lever, and is connected with the bell-cord, either by pulling the bell-cord, and at the same time it does not interfere with the bell-cord as a means of operating the brake. The bell-cord is attached to the lever by means of a hook, and this hook is passed through a hole in the bell-cord, which is then pulled up a flat link chain, and this pulling on a set of rods under the cars causes the blocks to the wheels. By pulling on the bell-cord, and at the same time releasing the lever, the dog is released, and thus operates the brake. In case of any accident separation of the train produces this effect, namely, bringing the retarding force on all the cars into action. The *Lederberg* brake is not a true continuous brake, though, may it be fitted to every car in the track, but it is only applicable to one car at a time. The brake is applied by a lever in each car, and to one or more others in connection with it. The brakes are applied to the wheels by a friction-pulley, which engages with a friction-wheel on each side of the car. This wheel is connected with a chain running over a pulley on each side of the car, up a flat link chain, and this pulling on a set of rods under the cars causes the blocks to the wheels. By pulling on this chain, and at the same time releasing the lever, the dog is released, and thus operates the brake. In case of any accident separation of the train produces this effect, namely, bringing the retarding force on all the cars into action. The *Lederberg* brake is not a true continuous brake, though, may it be fitted to every car in the track, but it is only applicable to one car at a time. The brake is applied by a lever in each car, and to one or more others in connection with it. The brakes are applied to the wheels by a friction-pulley, which engages with a friction-wheel on each side of the car. This wheel is connected with a chain running over a pulley on each side of the car, up a flat link chain, and this pulling on a set of rods under the cars causes the blocks to the wheels. By pulling on this chain, and at the same time releasing the lever, the dog is released, and thus operates the brake. In case of any accident separation of the train produces this effect, namely, bringing the retarding force on all the cars into action. The *Lederberg* brake is not a true continuous brake, though, may it be fitted to every car in the track, but it is only applicable to one car at a time. The brake is applied by a lever in each car, and to one or more others in connection with it. The brakes are applied to the wheels by a friction-pulley, which engages with a friction-wheel on each side of the car. This wheel is connected with a chain running over a pulley on each side of the car, up a flat link chain, and this pulling on a set of rods under the cars causes the blocks to the wheels. By pulling on this chain, and at the same time releasing the lever, the dog is released, and thus operates the brake. In case of any accident separation of the train produces this effect, namely, bringing the retarding force on all the cars into action. The *Lederberg* brake is not a true continuous brake, though, may it be fitted to every car in the track, but it is only applicable to one car at a time. The brake is applied by a lever in each car, and to one or more others in connection with it. The brakes are applied to the wheels by a friction-pulley, which engages with a friction-wheel on each side of the car. This wheel is connected with a chain running over a pulley on each side of the car, up a flat link chain, and this pulling on a set of rods under the cars causes the blocks to the wheels. By pulling on this chain, and at the same time releasing the lever, the dog is released, and thus operates the brake. In case of any accident separation of the train produces this effect, namely, bringing the retarding force on all the cars into action. The *Lederberg* brake is not a true continuous brake, though, may it be fitted to every car in the track, but it is only applicable to one car at a time. The brake is applied by a lever in each car, and to one or more others in connection with it. The brakes are applied to the wheels by a friction-pulley, which engages with a friction-wheel on each side of the car. This wheel is connected with a chain running over a pulley on each side of the car, up a flat link chain, and this pulling on a set of rods under BRAKES. 219 meatage, with a which-handle at each end, and carrying a fixed double-grooved sheave, round which in opposite directions are wound chains, two of which connect with the friction-axe. If the trans- mission-chain be tightened, a partial revolution of the sheaves is effected; and by the other chains the force of the friction-axe is communicated to the wheels of the train. In whatever direction the chain may be pulled, the action is always the same. It being important to have the work done without any slackening of the chain, this is accomplished by the constant correspon- dence for changes in the length of the train; and this was accomplished by carrying the chain from car to car, through three pulleys, R, F, G, two stationary and attached to each end of the coupland bar (which is also attached to the frame), and one movable, attached to the middle of the con- trols of the other pulleys. The three pulleys represent then the corners of a triangle with a flexible base (which is represented by the chain). The movable pulley can be moved at will over its entire length. Around these sides the chain is carried from car to car, and its length is thus con- stant, so that no slackening occurs. The chain is fastened at one end to a fixed point on the car, and placed at any point of the train, or in several places, pulleys on the chain to means of a crank or a hand-wheel, and put the brakes on. To this end, after the train has been made up and the ordinary coupling between cars has been effected, all that remains to do is to bring together the ends of the chains until the friction-rings are brought into contact with the wheels; the transmission-couplings are then fast- ened. The brake is then applied by pulling on one of the handles; and this is done by means of a ratchet wheel, passing by means of a lever from one side of the chain to another, as shown in Fig. 471. The junction of the chains is shown at such a point, that with the maximum motion of the chain, either by tightening up or slackening out, it cannot pass over either of the pulleys. The union of these chains is effected by means of a spring which holds them together when they are in position; but when they are separated, they are held apart by springs connected with their respective ends. When an application or taking off of the brakes is said to be instantaneously applied or taken off, it means that immediately after it has been applied or taken off, it is instantly applied or taken off again. This operation is performed by means of a lever which is attached to both ends of each chain; and when it is desired to apply or take off brakes on more parts, the separated parts would immediately be automatically acted upon by the brake. Another ad- vantage which this brake possesses over many other common brakes is that its action begins without any slackening of the chain; and therefore it does not require any time for its effectuation. A further claim that by this brake any train at the highest speed can be brought to a standstill in all weather is also claimed. 2. ELECTRO-MAGNETIC BRAKE.—Austrian's Brake (Fischel).—Each carriage of the train is supplied with a powerful electromagnet which attracts a steel plate attached to each wheel. The electromagnet is placed with the engine foot-plate, by means of four insulated wires passing through whole length of train. By means of these wires two distinct currents may be sent through either wire or wires at once or both separately. The current sent through one wire attracts one plate; while that sent through another wire attracts another plate above forward axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below forward axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axle, upon one end which is fixed a strong steel plate; while that sent through another wire attracts another plate below rear axe 220 **BRAKES** filled with water and running from the tender underneath all the cars of the train. The water is first conveyed from the tender-tank to a 8-way cock, which is placed on the locomotive, where it is always kept full. From this cock, three pipes run into the engine, one under the boiler, another below the water-line; a third pipe leads from the same cock and runs under the cars, the connections between each car being made by means of a coupling. The fourth pipe is connected with the brake-cylinder of each car, a case-rail cylinder, the rod of which is connected to the brake-lever. The pipe at each end of the train has an air-cock, to allow the air to escape while the pipe is being filled with water. When the water is drawn up, the air-cock is closed, and when the pipe is running under the cars it is kept open, thus keeping the pipes and brake-cylinders constantly full of water. This arrangement prevents any air from entering into the cylinders, and also keeps the communication between the tender and pipes under the cars. This cock is so constructed that the connection can be opened or closed without removing it from its place. The pressure of power is from acting on the water in the tank. To relieve the pressure and to take off the brake, the engineer simply turns the lever back to its original position, and the brakes are instantly off, the service being resumed by turning the lever forward again. The *Henderson* Hydraulic Brake (American), Fig. 473.—Between the wheels of each truck is placed a cylinder, which is connected with a piston, and this piston communicates with a chamber by means of a plunger. The plunger is connected with a lever, which in turn operates a brake-cylinder. The power of the plunger is communicated to it by means of a double-acting steam-pump. In order to obtain power from acting on the water in the tank, a valve must be inserted in line with this pump. In the annexed engraving, Fig. 474, the brake-shoes are arranged outside the wheels, and hence one of the cylinders and rams is depressed with, $u$ = 0. It is double-acting pressure-equipment. $U$ = 0 when there is no pressure on either side of the diaphragm. The steam used in operating these brakes comes from a separate boiler, and passes through a valve from the boiler if not employed. Clow's *Steam* Brake (English).—The brakes are actuated by one cylinder under each carriage. The water under pressure is supplied as follows: Under the footplate of the engine is a vertical cylinder fitted with a piston and plunger. A second cylinder is placed horizontally beneath this vertical cylinder is fitted a steel piston, and to this horizontal cylinder a plunger, which actuates the brakes on the engine-wheel. The cylinders between the piston and plunger are filled with water, $u$ = 0 when there is no pressure on either side of the diaphragm. The steam passes through a valve into both cylinders, but only one of them at a time; this causes a slight leakage. To apply the brakes steam is admitted under the piston in the vertical cylinder; and thus piston moves outwards and pushes against a spring which holds it in place until sufficient supply of water under pressure to the pipes, and thus applies the brakes. A diagram showing how it may be achieved through operation through a vacuum and those oper- ated by compressed air. **Fleming's Steam Brake (English)** differs materially from others of this kind inasmuch as instead of a vacuum being applied to operate the brake, it is made use of to operate the brake-shoes out of contact with the wheels. In other words, the brakes in their normal condition are $u$ = 0 when there is no pressure on either side of diaphragm. The steam passes through two passages exerted upon diaphragms, from one side of which it has been partially exhausted. The passage leading to one side of diaphragm contains an exhaust valve which opens during operation of train, connected between these passages by flexible pipes and couplings, and an exhausted drum under each carriage, by which the brakes are released when the train is in motion. The pipe and apparatus shown in dotted lines lead to a reservoir containing water which supplies steam to each cylinder when steam is now used as "a blowers" before entering chimney of locomotive. When this happens steam enters cylinder and expands causing piston to move outwards; this man in motion requires exhausting action is effected by a small pump worked from one of piston cases-hose. **Smith's Vacuum-Brake**.—In this device both levers are applied to one side of each wheel by col- lapsing of India-rubber cylindrical bags, which are supported by internal rings so that when air is absorbed by these bags they contract and pull on levers; thus applying brakes to train. There extend two lines of pipe; some hoses being connected to one line while other extends right through to rear end where it is connected to its mentioned line by closing-up of diaphragm. A diagram showing how Fleming's Steam Brake operates. BRAKES. 221 one hose-pipe on the last vehicle. The exhaustion of the air from the pipe is effected partly by a supply of steam ejectors on the engine, and partly by exhaustion fixed in each break-ax, and driven by a wire rope, which passes over a grooved pulley, cast in one piece with a friction-guiler, which acts as a brake upon the wheel. The other end of this wire rope is attached to a double friction-pulley, which is fixed against the axle-pulley by means of a spring, but when the train is running, the rope is slackened by the weight of the car. The two ends of the wire rope are connected with the collapsing bag with which each car is fitted. The effect of this arrangement is that, immediately after the breaking of the brake-lever, from the ejector of the engine being set at work, it increases the trigger, and thus brings the friction-guiler into action. The Waterhouse Vacuum-Brake.—In this system the vacuum is produced by an ejector which is connected to the atmosphere through a pipe, and also to a reservoir, communicating with the annular opening $A$ and the central joint $F$, $P$, $Q$, which creates an im- pression between them. The exhaust-pipe $D$ communicates with two pipes $D$, which are connected with the brake-pipes. Under each car are two independent flexible cylinders, connected by the bellows $E$. When the valve is opened, both bellows are filled with air. There- fore, the atmospheric pressure is exerted on the outside to compress the cylin- ders from collapsing sideways, so that the atmospheric pressure is applied to both sides of the piston, and the other is attached to the brake-levers, so that whatever pressure is exerted on the brake-lever is communicated to the brake-levers, and thus causes them to move. When the valve is closed, both bellows do not contain any air, so used a cylinder is placed vertically, and at each side of it is attached a lever. This lever is called a trigger-lever. At its upper point, a toggle-lever. The two toggle-levers have curved abutting sur- faces, so that when they are pressed together they are held in contact with each other attached to the piston. The effect is that, as the piston rises on the air being exhausted from the bellows, both toggle-levers are forced outward. To the lower ends of the hanging levers are coupled the thrust-cords leading to the brake-levers. As soon as these cords are pulled outwards by their movement, the upward movement of the piston The Waterhouse Automatic Brake.— The Waterhouse automatic brake, in its original form, consisted of a pump connected to a reservoir under which was placed a piston. This pump forced air at any required density into a reservoir usually placed underneath the foot-board of the engine. Each car was provided with a pipe connecting it with this reservoir. A second pipe was con- nected with the brake-levers, and the air-pressure communicated with the bellows of each car through another pipe placed between each car. When it was desired to apply the brakes, the non- operating cars were disconnected from their respective pumps by turning a cock so that the supply of compressed air stored up in the former would flow into the cylinder, and would then force out the air contained therein. In order to prevent this action from occurring, there was some apparatus necessary to allow sufficient quantity of air to flow through each car's pipe into its respective bellows before any pressure was imposed with the number of cars, because not only was the length of pipes through which the compressed air had to pass increased, but also the number of cylinders and, of course, the pressure of air was increased in like proportion. There was also another difficulty encountered. In case of the breaking of a connection in a train, all cars were stopped simultaneously. This was due to an error in design, upon which no attention has been paid since. The cause was that when one end of the train connected to the engine, and thus arrest its speed. As an consequence of this slip-operation being repeated many times during one journey, all cars were stopped at once. The speed of those which had broken loose by means of atmospheric brake. Accidents sometimes occurred owing to this cause. In the automatic brake construction is simplified, and but one line of pipe is used. The com- pressing apparatus consists of a steam-cylinder $A$ and pump $J$, Fig. 475., is bolted to the boiler or tunnel wall near its front end. The steam enters through a valve $B$, which can be turned either way, being regulated by its throttle, while the exhaust is led by a pipe to one or more smoke-chutes. The air from these chutes passes through a pipe $C$ into another valve $D$, which opens into one end of a long pipe $E$. This pipe leads to one opening of the three-way cock $F$, and from a second opening, is extended be- hind each car's foot-board until it reaches its rear end. A third opening leads from this pipe to another valve $G$, from which an un- valve movement is used, in which the difference in area between the two ends is such that, when cars are admitted between them, the tendency of the valve is to move upward, which gives a down- ward movement to those cars behind it. Thus when one car breaks away from its connection with upon reversing valve operation causing valve $E$ to uncover a port by which steam is admitted into another pipe $H$, which leads directly into another valve $I$. From this valve steam flows from the upper part of the steam-cylinder, and admitting steam below main piston. As the main piston comes down it closes off this passage and as an exhaust steam from this The working cylinder whereby reversing operation is moved upwards together with main valve $I$, by the difference of pressure between two valves pistons. A diagram showing various components of an automatic braking system. 223 **BRAKES.** Figs. 477 and 478 show the application of the automatic brake to an ordinary 8-wheeled car. Fig. 477 is an inverted plan, and Fig. 478 an end-view. The brake-cylinder $d$, which is to be seen in plan, is fixed and securely fastened to the longitudinal tim- ber and attached to the car frame. The piston of this cylinder has a cross-head $a$, having an arm $b$, to which the spring releasing lever $c$ is connected. To this cross-head $a$ is attached one end of the lever $d$, the opposite end of which is connected to the other end of the lever $f$. The other end of the lever $d$, opposite the cross-head $a$, is a bracket $g$, which acts as a fulcrum for one end of this lever $f$, the other end of which is also pinned to another brake-coupling; the levers $d$ and $f$ are connected by a tie- A diagram showing the arrangement of the automatic brake on a car. rod $g$. These levers are so arranged that if the piston be thrust forward, carrying the cross-head $a$, the two rods $b$ will approach each other, and thus apply the brakes. The levers $d$ and $f$ are held in an horizontal position by the bracket $A$ (a portion of which is represented as broken away in Fig. 477), made up of two pieces, one being fixed to the car frame, and the other to the car body. They are ar- ranged near the centre of the car transversely as is convenient, and the stoppows are near each end of the car. The auxiliary reservoir $R$ is also attached by iron straps to the bottom of the car frame, and is connected with the brake-cylinder by a pipe. As soon as the action of the brake be at a very great extent dependent upon the working of the triple and leakage valves, it becomes evident that such a device must be highly efficient. It will be under- stand clearly the action of this ingenious and beautiful contrivance. Fig. 479 represents a section of the triple valve, and Fig. 480 a section of the leakage valve. A diagram showing a section of a triple valve. A diagram showing a section of a leakage valve. BRAKES. 223 The triple valve has a case, or body, with three connections for half-inch pipe-jets, the connection from the main pipe being through the port $F$; a second pipe-connection from the port $F$ leads to the brake-cylinder, while the remaining port, shown in dotted lines back of the valve $V$, is connected to the auxiliary reservoir. This case contains the body of the triple-valve, and water-chamber, $A$, and has also a piston-chamber, or cylinder, $B$, which is kept open by a spring, $C$, and communicates with the chambers by the end of the upper end of the case. The cover $D$, screwed into the upper end of the case, is a slide-valve, which is held in position between a shoulder and collar on the cover $D$, and moves with it. In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with the port $F$, and thence to the brake-cylinder. A diagram showing a triple-valve mechanism. Google In the chamber $B$ under this slide-valve are two ports or passages, 5 and $d$; the first, passing through the plug of the four-way cock, $17$, connects with The spring $\alpha_0$ is used for recharging purposes. To recharge air into The spring $\alpha_0$ is used for recharging purposes. To recharge air into The spring $\alpha_0$ is used for recharging purposes. 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To recharge air into The spring $\alpha_0$ is used for recharging purposes. To recharge air into The spring $\alpha_0$ is used for recharging purposes. To recharge air into The spring $\alpha_0$ is used for recharging purposes. To recharge air into The spring $\alpha_0$ ![Diagram](image-url) Google 324 **BRAKES.** To prevent the application of the brakes after the engine is disconnected from the train by such reduction of pressure in the brake-pipes as may result from leakage, a small valve, the construction of which is shown in Fig. 480, is provided at each end of the main brake-pipe-cylinder. This valve consists of a case, 18, with a cap, 19, having a rubber face, 16, and within the chamber of this case a valve, 14, which is acted upon by air-pressure entering the lower port. When the air enters through the upper port of the cylinder, it forces the piston, 15, to move against the rubber face 16, preventing the escape of air. A spring, $H_1$, is screwed on the cap $P$ of the triple-valve-pump, $H_2$, and when this spring is compressed by the admission of air into the pump, before the ports $A$ and $F$ in connection, whereby the air passes directly from the brake-pipe to the brake-cylinder for the direct application of the brake, without charging any of the other parts. Both these valves are shown in their open position in Figs. 481 and 482. In the operation of the brakes, the couplings between the cars are connected in usual man-ner, and the handle of all three cocks in the main brake-pipes are turned down so as to open them, excepting that one cock is left closed for the purpose of admitting atmospheric air into the pipe. When it is necessary to detail any portion of the train, the cocks must first be closed to prevent the escape of air and the application of the brakes. Each reservoir contains a stop-valve, which may be opened to release the brakes if they should be applied accidentally when the pipe is disconnected from the main reservoir. A branch leads to a valve located in the water-closet in the car, and the handle of this valve has a cord-attachment which passes through the interior of the car. If this valve be opened by an em-ployee or passenger who desires to use water from his cistern, he can do so without thus being applied to the whole train. The escape from this valve is led through the bottom of the car. Figs. 481 and 482 represent the application of an atmospheric brake to the driving-wheels of a locomotive. The brake is applied to the driving-wheels by means of a cylinder, $H$. The piston-end $K$ of the cylinder is connected with a rod which is attached to a lever (Fig. 483), which in turn is attached to the brake-blocks $L$. When compressed air is admitted underneath the piston in the cylinder $H$, it is obvious that its action on the cams $13$, $15$ will force the brake-blocks against the wheel. The Steel and Ironman Brake.—This is applied under two different arrangements: that in which the cylinders are placed at each end of each car (Fig. 484) and that in which they are placed at each end and that in which the cylinder is placed at centre of each carriage, in which case one cylinder is placed at each end and another at centre (Fig. 485). The latter arrangement employs steam-engine and air-pumps. When the air is let out through pipes from the reservoirs it enters the upper end of each cylinder and expands through a valve in such as to A diagram showing a detailed view of a braking system. 485 BRAKES. 225 metre. Instantly, then, the pressure per square inch of area on both sides of the piston is in equilibrium, but by virtue of the weight of the train, the piston being greater than that of the car side, by a quantity represented by the area of a cross-section of the piston-rod, the pressure on the upper side of the piston is increased, and this pressure is communicated to the brake-gear, immediately causing the piston to descend to the bottom of the cylinders, in which position the brakes are off. The air is kept constantly on, and to apply the brakes it is only necessary to open one or more valves, which admit air into the cylinders, and thus force the piston down upon the assen- ger, in either of which case the air escapes from the upper sides of the piston, and that on the lower side is forced up through the connecting-pipe, and so into the atmosphere, thereby immediately expelling, lifts the pistons and applies the brakes. As the air-pipe is connected with both ends of the brake and air-couplers to take off. The apparatus is thus in principle similar to the Wootlhouse, with the exception of the spring. The normal condition of the train is such that all the brakes applied by the action of the springs. If the engine be put in motion, and at once apply a brake to one or more wheels, these will be thrown clear of the rails, leaving them free to move; but pressure is kept upon the pipes, and so long as this is done the brakes may be applied without any danger to the train. When a brake is applied to one or more wheels of the car, which are connected to the air-couplers by half-hitch pipes. These are coupled together between the cars by flexible hose. The annular cogging represents the form of this brake en- gine as used in America. It has been found that many improvements have been made in connexion with this work, is engaged upon important improvements, calculated to add materially to the efficiency of this apparatus. The following table gives some data relative to its application. The indispensable requirement of a power-brake are an automatic governing power of the force, be it drawn what it may; namely, a means of regulating and controlling its operation; also a means of applying sufficient pressure to hold back all other forces which might tend to throw out of balance or upset the train. In order to accomplish this purpose, it is necessary to utilize the maximum adhesion of the train in emergencies, and never slide wheels, the lighter degrees of force for other purposes to be regulated by the throttle or cock ; to vary this degree according to circumstances; also to regulate and control all other parts of this apparatus; such as pipes and cylinders; to insure several breakings before the air is reduced to a minimum pressure; so that it can be applied when required; also to prevent any undue pressure being applied to any part of this apparatus; and finally, to guard against over-pressure in any part of this apparatus, and to prevent any undue pressure being applied. Towels of Brakes.--The following, explaining a simple rule for determining theoretically the resistance offered by a train moving at different velocities on level ground under various conditions, is taken from "Annual Report of the Railway Master-Engineers' Association" for 1876: "Let us suppose that a train consisting of an engine weighing 10 tons, with a tender weighing 20 tons, and 10 passenger-coaches each weighing 3 tons, will travel at 20 miles per hour on a straight level track. It is required to know the distance in which said train will stop after applying the brakes, which are assumed to be fitted to the tender and six cars. A speed of 40 miles per hour will require a stopping distance equal to 100 yards; at 50 miles per hour it will be approximately half as much; with an initial velocity of that amount, will exceed 55 feet before it is arrested by the force of gravity. Similarly a railway-train moving on an horizontal track at the same speed will be stopped in about 100 yards; but if it be going at 60 miles per hour it will require nearly double its own weight in stopping distance." The resistance of the atmosphere is not taken into account in either case as pre- 15 226 BRAKES.
TABLE OF APPLICATION ON CUSTOMER BRAKES.
BRAKE APPLICABLE TO NOT APPLICABLE TO
1. Single Wheel Single Wheel Double Wheel
2. Double Wheel Double Wheel Single Wheel
3. Single Wheel with Hub Cover Single Wheel with Hub Cover Double Wheel with Hub Cover
4. Double Wheel with Hub Cover Double Wheel with Hub Cover Single Wheel with Hub Cover
5. Single Wheel with Hub Cover and Spoke Guard Single Wheel with Hub Cover and Spoke Guard Double Wheel with Hub Cover and Spoke Guard
6. Double Wheel with Hub Cover and Spoke Guard Double Wheel with Hub Cover and Spoke Guard Single Wheel with Hub Cover and Spoke Guard
7. Single Wheel with Hub Cover, Spoke Guard and Rim Guard Single Wheel with Hub Cover, Spoke Guard and Rim Guard Double Wheel with Hub Cover, Spoke Guard and Rim Guard
8. Double Wheel with Hub Cover, Spoke Guard and Rim Guard Double Wheel with Hub Cover, Spoke Guard and Rim Guard Single Wheel with Hub Cover, Spoke Guard and Rim Guard
9. Single Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar Single Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar Double Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar
10. Double Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar Double Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar Single Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar
11. Single Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar on Both Sides of the Carriage (for use on both sides) Single Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar on Both Sides of the Carriage (for use on both sides) Double Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar on Both Sides of the Carriage (for use on both sides)
12. Double Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar on Both Sides of the Carriage (for use on both sides) Double Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar on Both Sides of the Carriage (for use on both sides) Single Wheel with Hub Cover, Spoke Guard, Rim Guard and Tire Support Bar on Both Sides of the Carriage (for use on both sides)
NOTE:
LUGS ARE NOT RECOMMENDED FOR USE WITH THESE BRAKES.
A table showing various brake applications for different types of wheels. 226 Google BRAKES. 227 m. Now, the resisting forces available for stopping a train are the friction of the brakes upon the wheels, the axle-friction, the rolling friction of the wheels upon the track, and the resistive ance of the atmosphere. The brake-friction bears a certain proportion to the pressure applied, and some allowance must be made for this. The resistance of the atmosphere may also be considered as a fair average allowance. The pressure upon the brakes is limited by the weight on the wheels, which is usually 30 tons per foot of length. The resistance of the wheels upon the brakes and axle and rolling friction to prevent sliding of the wheels. If we allow one ton for speed and axle friction, to be on the safe side (it is actually less than half that amount), it will be 15 tons per foot of length. The resistance of the atmosphere is about 10 tons per foot of length, so that the brake resistance, including all these factors, will be 25 tons per foot of length. This will be the brake resistance. To this must add the axle and rolling friction, and the resistance of the smoothness of the track. The total resistance will then be 48,713 lbs., or one-seventh of the weight of the train. If we assume that the braking force is equal to its own weight, it will run seven times that distance, or 374 feet at the starting force is one-seventh of that amount, and will consume about 13 seconds of time. But this is only a rough estimate. It does not take into account any other factor, such as the greatest of shutting off, which is never the case in practice. With the original Westinghouse brake, three fourths of the power was used in stopping a train. With this brake, if we assume that it will be safe to assume that a distance of 160 feet will be passed over before the full effect of the brake has been obtained, and that it takes 13 seconds to stop a train running at 20 miles per hour, then it will take 13 seconds to stop a train running at 160 miles per hour. In practice, however, a train runs after shutting off and applying the brake will be 304 feet, and the time required may be roughly summed as 16 seconds. The table below shows the results of experiments on continuous brakes made on the Midland Railway, England, June, 1876. The tests marked A were on stopping trains by tender and van brakes only; B were on trains with both tender and van brakes; C were on trains with only van brakes; D were on trains with only tender brakes; E were on trains with both tender and van brakes; F were on trains with only van brakes; G were on trains with both tender and van brakes; H were on trains with only van brakes; I were on trains with both tender and van brakes; J were on trains with both tender and van brakes; K were on trains with both tender and van brakes; L were on trains with both tender and van brakes; M were on trains with both tender and van brakes; N were on trains with both tender and van brakes; O were on trains with both tender and van brakes; P were on trains with both tender and van brakes; Q were on trains with both tender and van brakes; R were on trains with both tender and van brakes; S were on trains with both tender and van brakes; T were on trains with both tender and van brakes; U were on trains with both tender and van brakes; V were on trains with both tender and van brakes; W were on trains with both tender and van brakes; X were on trains with both tender and van brakes; Y were on trains with both tender and van brakes; Z were on trains with both tender and van brakes. Experiments E were on stopping trains on a signal given to the rear guard, or at some inter- mediate point on the train, the driver being signalled to apply brakes. The expectation is that driver would apply his brake when he saw signal given to rear guard. But this is not true in practice because of the fact that the signal was given at the rear of the train, but differ in the driver taking active no action until he saw signal given to rear guard. In order to test this point, experiments E were applied. Experiments G were on stopping trains by use of the engine and tender brakes only, the engine being required to stop at a point where it could not stop without applying its own brake. When running a by a pull coupling, continuous brake then being required to effectively control two parts of the patent system. In the year 1876, which is confined from that prepared by Engineering vol. xii., experi- ments which failed wholly or partially are omitted. Descriptions of the brakes will be found dis- cussed in later chapters. A competitive trial opened in January, 1877, between the Westinghouse vacuum and the Smith vacuum brake systems. The Smith vacuum brake was tested at speeds varying from 20 miles per hour up to 80 miles per hour; number of seconds occupied in making stop: Smith: 28; Westinghouse: 21. Num- ber of feet occupied in making stop: Smith: 1372; Westinghouse: 104. At a speed of 75 miles per hour, number of seconds occupied in making stop: Smith: 25; Westinghouse: 20. Number of feet occupied in making stop: Smith: 1538 seconds and 490 feet. Total weight of train load fitted with Smith vacuum brake: 45 tons. Total weight of train load fitted with Westinghouse vacuum brake: 45 tons. and fitted with Westinghouse brake: 60 tons 10 cwt.; portion locked: 60% per cent. of total The Longbridge Air-Brake.—This brake, constructed as shown in the engraving on a proceeding page, was tested in February, 1878, on the Baltimore & Ohio Railroad, with the following result:— Number of seconds occupied in making stop: 25 seconds. Number of feet occupied in making stop: Speed of train when brakes were applied: 42.61 miles per hour; time occupied in making stop: 16 sec- onds under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: Speed of train when brakes were applied: Under normal conditions. Time occupied in making stop: (1) Train stopped on same grade, 80 miles per hour, in 22 seconds and 970 feet. Steam-gauge pressure, (2) Train stopped on down-grade over 30 feet, 80 miles per hour, in 1 second and 900 feet. Steam-gauge pressure, (3) Train stopped on down-grade over 30 feet, 80 miles per hour, in 1 second and 900 feet. Steam-gauge pressure, (4) Train stopped on down-grade over 30 feet, 80 miles per hour, in 1 second and 900 feet. Steam-gauge pressure, (5) Train stopped on down-grade over 30 feet, 80 miles per hour, in 1 second and 900 feet. Steam-gauge pressure, (6) Train stopped on down-grade over 30 feet, 80 miles per hour, in 1 second and 900 feet. Steam-gauge pressure, (7) Train stopped on down-grade over 30 feet, 80 miles per hour, in 1 second and 900 feet. Steam-gauge pressure, (8) Train stopped on down-grade over 30 feet, 80 miles per hour, in 1 second and 900 feet. Steam-gauge pressure, (9) Train stopped on down-grade over 30 feet, 80 miles per hour, in 1 second and 900 feet. Steam-gauge pressure, (10) Train stopped on down-grade over
BRAKES.
Table of Results, corrected for Speed, Friction of Train's Gravity, and Under Brake Block Press-
ure, Trains meeting of Engine braked on the Driving-Wheels, Tender braked on all Wheels,
Four Carriages braked and Two unbraked.
Speed. Power on Brakes-Blocks Distance from Point of Percentage Reduction of Diametem. Weighting Heated. Test. Total.
Miles per Hour. which the Brakes are applied
Braked Portion of Train.
45.0 30 17.38 17.38 17.38 17.38 17.38
55.0 30 95.06 17.35 17.35 17.35 17.35
65.0 30 60.04 17.34 17.34 17.34 17.34
75.0 30 60.02 17.34 17.34
No result.
No result.
                                                                  No result.<br>
NUMBER. Distance of Rollers. Weight. Capacity of roll. P. P. required.
16 8 25000 150 15 to 16
16 8 25000 150 15 to 16
16 8 25000 150 15 to 16
16 8 25000 150 15 to 16
16 8 25000 150 15 to 16
16 8 25000 150 15 to 16
16 8 25000 150 hand power.
Total.
Capacity (tons).Roller Diameter (inches).Number of Rollers.Roller Weight (pounds).Power Required (horsepower).Roller Speed (revolutions per minute).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).Roller Speed (feet per second).
| NUMBER | Distance of Rollers | Weight | Capacity | P.P. required | |--------|---------------------|-------|----------|--------------| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | A diagram showing a bull-breaker mechanism.236 BREAKER, OR CRUSHER them, would break the machine; and moreover, they would not crush as fast and well without a certain amount of yielding to the materials carried through between them. The use of rubber springs offers a method of giving the necessary resistance, which increases with the degree of separation of the material. The rubber spring is made in such a way that the product of its action against the material is greater than when one is carried around merely by the friction of the steel spring. It is also usual to have three or more rolls where the crushing takes place, and these are placed close to rolling each other so that their surfaces may act upon each other. In this case, the force on the surface of the rollers upon the masses, they are made solid. The fragments falling from this first pair of rolls are then passed into another pair of rolls, and so on. The number of pairs of rolls used in the crushing rolls varies from 14 to 34 inches (27 inches is a common diameter), and the length or breadth of the rolls varies from 10 to 18 inches. The diameter of the rolls is usually from 14 to 24 inches, but they are very large, having 34 inches diameter and 22 inches face, and a pressing force on the rolls of 458 tons, reviving 700 tons are in common use for dressings. The average time required for crushing one ton of coal in 10 hours at a cost of 22 per cent. ton. At present, most rolls are in common use for dressings, but there are some exceptions from the jigg- ing process—in which, for instance, galls are intermixed with blonde or gauze, and which, as a rule, are crushed in two pairs of rolls. In the course rolls, which work under very heavy pressure of from 20 to 30 tons counterweights, it is advisable to use a single pair of rolls. This is because the pressure on the counterweights is generally smaller than that on the main roll. The pressure on the counterweight is therefore less likely to cause any damage to the main roll. In the Rhineland ores—especially those containing a considerable amount of clay—the pressure on the main roll must be increased to about 100 tons. From 50 to 60 tons of rolling stuff, varying as the gauze mixed with the ore is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, and from 50 to 60 tons of dressing stuff, varying as the gauze mixed with the dressing stuff is silicious or calcareous, The use of rubber springs offers a method of giving resistance which increases with degree separation of material. The rubber spring made in such a way that product action against material greater than when one carried around merely by friction steel spring. It usual have three more rolls where crushing takes place these are placed close together so that their surfaces may act upon each other. In this case force on surface rollers upon masses they made solid. Fragments falling first pair these rolls then passed into another pair these rolls length breadth rolls varies from inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies inches diameter inches length breadth rolls varies 237238239241242243244245247248249251252253254255257258259261263264267271273274277278281283284287289291293294297311A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine.A black-and-white illustration showing a diagrammatic view of a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing a coal-breaking machine. A black-and-white illustration showing A black and white illustration showing a diagrammatic view of a coal- breaking machine. A black and white illustration showing a diagrammatic view of a coal- breaking machine. A black and white illustration showing a diagrammatic view of a coal- breaking machine. A black and white illustration showing a diagrammatic view of a coal- breaking machine. A black and white illustration showing a diagrammatic view of a coal- breaking machine. A black and BREAKWATER. 237 used equally by means of a motion common to both. If such a break-water glass way, the roll, with bearings set free, can revolve without obstruction, while the other bearing turns on its cylindrical part. By means of this arrangement, which works in a similar manner to the ball-joint journals, as A diagram showing a mechanism for breaking waves. The main components include a central shaft (A), two side arms (B), and a series of rollers (C) that rotate around the central shaft. The rollers are connected to the side arms, which are fixed to the shore. The side arms are designed to move up and down, allowing the rollers to clear the water.Box of Shipping Journal smooth a revolution as possible of the axis is produced with diminished friction and wear, notwithstanding the great weight of the rolling mass. In Germany, rolls which are provided with sharp projecting ribs are used in the crushing mills of coal-washing establishments. To prevent the interfering of these ribs, they are wound round the cylinder of the mill with a band of leather or cloth, so as to keep them at a distance from each other; but even for such coal-washing establishments the improved American method rolls with narrow ribs have been found superior to those of Ores and Coal," by E. F. Alden, in "Reports of Judges of Group I, Centennial Exposition." BREAKWATER. A kind of artificial embankment, ditch, or rampart, formed of large stones and earth, and intended to protect a harbor from the force of the sea and its effects by the action of the visi- 14 lent winds, by breaking the force of the waves of the sea; the shipping moored behind it lying protected from all danger from the sea. The first break-water was constructed at Plymouth, Portsmouth, and Blythhead in England, and Delaware Bay in this country. The experience obtained in building these breakwaters has shown that they are only effective when subjected to their greatest violence, establish the principle that blocks of stone of large dimensions only can be depended upon to retain their places. Mr. James Walker, President of the British Institution of 238 BREAKWATER Civil Engineers advanced the opinion in 1841 that a partial vacuum is created by the action of the waves, and that the atmospheric pressure being taken off for an instant, the mass of stone is the more readily removed by the force of the water. This was first pointed out by M. de la Connerie (in Baudouin, 1841). If the whole atmospheric pressure were taken off the surface, it would be equivalent to the removal of a layer of water equal to one inch. The depth of water at which this occurs is called the cube foot. Under such circumstances, and exposed to the action of a wave 30 feet high, which is capable of moving masses of rock 70 feet deep, stability would be insured only by the addition of an amount of stone equal to one cubic foot. Best Form of Breakwater—from the fact that any settlement of the foundation is far more perilous in a vertical than in a horizontal wall, and that the latter can be constructed with less difficulty than the former, it follows that the ordinary method of forming the low-water parts of deep harbours with large masses of rubble-stone or concrete blocks, is in most circumstances, the best and cheapest kind of construction when a vertical wall is in use. When a vertical block wall is built upon a soft bottom, or upon a bed of sand, stones, etc., they are liable to sink in or to be underwhelmed, then when a vertical wall is founded upon a soft bottom. Loose concrete blocks are liable to sink into a soft foundation, and to be broken up by the waves. For these reasons, should, however, he kept in view, first, the wall should be founded at a sufficiently low level to prevent any portion of it from being submerged by the highest tides; secondly, that it should be so constructed as not to act as a breakwater and not as a pier, there should be no parapet, the absence of which reduces the force of the waves striking against it; thirdly, that it should be so placed as to secure from loading wide foreshore at the bottom or top of the slope. Thus, however, many local peculiarities in selecting the best design for any work, and the nature of the bottom is in all cases important. The Cherbourg Breakwater was begun in 1853. The building of this wall was commenced upon applied contract. The height of its top above mean high water was 60 feet; its base was 60 feet at the top, and about 60 or 70 feet high, the depth of water at spring tide, in the line in which they were originally laid. The stone was laid on a bed of mortar; after each course was laid and after allowing some time for settling, the masonry was intended to be commenced upon them. But a few of these courses only were completed, when, in consequence of the difficulty of the undertaking, it was found necessary to construct a pier between two points where this way is intended also as a military construction, for the protection of the roadstead against an enemy's fleet. The cross-section shown in Fig. 495 was adopted for its Frosting by experience of many years. Observation. It was decided to construct the form that forms the cannon-battery of solid masonry laid on a thick and broad bed of boulders. The top surface of the breakwater is covered with heavy loose blocks. The lower part consists entirely of massive blocks laid on a bed of mortar formed from boulders. The experience acquired at this work has conclusively shown that breakwaters formed on the horizontal blocks of stone are liable either to damage in heavy gales when the sea breaks over them or else to be undermined by waves during storms. In order to avoid both these defects a system was adopted in which massive blocks are laid on a bed of mortar and then covered with loose blocks resting on a bed of mortar. The whole structure is thus made up entirely from stone and mortar. The wall is 60 feet high above mean high water and 120 feet long at its base above highest water. This is protected by a foreshore of great blocks of stone A on the outer side which extend in a slope from 1:1 to 1:2 at their base and 1:2 at their top; on the inner side there is a similar foreshore (the slope of its sides being 1:1) at 8 feet 8 inches wide at base and 9 feet 8 inches wide at top. The altitude of the breakwater is 72.5 feet, and the base of its sea-side measures 228 feet. Its length is nearly 1000 yards. The cost per yard was £35. The total cost including land with its opening towards land. The work was completed in 1854, and its total cost is stated to have been £13,650. The Plymouth Breakwater, Figs. 496 and 497, commenced in 1852. It is composed of blocks of stone from 1 to 2 tons in weight, and extends from central part 1500 yards long and two Plan of Plymouth Breakwater. wings each 350 yards long, directed towards sea, and forming angles of 18° with centre-poin- tions. A transverse section taken through the breakwater shows an average base of 390 feet, and BREAKWATER 239
NAME Period General Layout of Outer Work Inner Work Dredging Other Dredging Total Dredging
Free Board to Low Tide Level Wall Depth Dredge Depth Freeboard Freeboard Freeboard Freeboard Freeboard Freeboard Freeboard Freeboard Freeboard
Pylons:
Pylons with concrete base and concrete cap. 10 to 1 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4
Pylons with concrete base and steel cap. 10 to 1 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4
Pylons with concrete base and steel cap (continued). 10 to 1 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4 3 to 4
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BREAKWATER
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' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' " "From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary.""From "The Design and Construction of Large Breakwaters" Summary." 240 BREAKWATER the breadth at the top is 48 feet, with an average depth of water at low spring-tides of 36 feet. The wide next the sea is sloped in the proportion of 1 perpendicular to horizontal, and the side next the land is 1 to 2; these sides were originally intended to have an greater slope than that which was thought proper to increase them, as executed. The stone used in the construction of this breakwater was chiefly rock, some of which contained 10 per cent. of iron ore, and some of which were taken being taken into the sea in the direction set for the purpose of the work, it was found that the greater number were deposited upon the bottom of the sea, and that a large num- ber of these large masses had been lowered, a smaller class of stone, quarry rubbish, rubble, and loose screenings, were deposited on the bottom near their position, by the action of the sea, and the great mass together with these materials formed a bank. It is situated upon the inner of three reefs of rock which lie outside the port, and closes what was once a narrow entrance, leaving open passages to the east and west. Its cost was $250,000, or $2,568 per running foot. The Highland Breakwater - A. high-water spring tides; B. B. low-water spring tides; C. D. forewaters. The Highland Breakwater - Fig. 498, was designed by Mr. J. M. Rundle. The coast about Highland Bay, lying to the north of the island, is 7 miles wide at its entrance and closes what was once a narrow entrance to the port, leaving open passages to the east and west. The accepted plan was to construct a breakwater consisting of a north breakwater 5,300 feet long from the coast to a point 1 mile distant from the harbor entrance, and a south breakwater about 2,500 feet long closing between them an available water-space, and of a packet pier 1,500 feet long situated within the included area. The east breakwater was subsequently abandoned, and the northern one alone retained. This was lengthened from 1 mile to 2 miles by adding a new section at its eastern end. The object in building it was to shut off a circulation of 400 acres of deep water, in addition to the 267 acres of water-space already occupied by the harbor. The north breakwater consists of a substructure or rubble mound of stone or pieces pored, upon which is built a wall made up of stones laid in cement. The rubble mound is constructed in the sea from wagons running on a temporary wooden staging, constructed with five lines of rail-way in communication with lines to the quarries in Highland mountain. The rubble mound is of great size; its length is 1 mile; its breadth at the top is 48 feet; its height at the top is 36 feet; its side is 18 feet; the inclination that is given to the forebore, or the slope from low water to high water level on the sea side is about 1 in 10; on the land side it rises up to about 10 feet below low water mark, where the mound seems a slope of 1 to 5 about 15 feet below low water mark; above this line it becomes steeper until it reaches a point on the harbor side the slope of the mound is about 1 to 1. At the level of low water it is nowhere less in width than 360 feet, and in 50 feet of water it is 400 feet wide at the base. It contains about 7 million cubic yards of stone. The rubble mound having been formed and consolidated by the continual action of the sea, the superstructure was built over it with stones laid in cement. The wall has been built with stones. Many of the stones are of large size, some weighing upwards of 1 ton, and the work is set in lime-line mortar. The rubble mound was built first; then came a wall built on its crest; after this came the loose stones of the mound had to be excavated. The wall was built as near as possible would be done so as to avoid any unnecessary disturbance to the sea-side; but when it reached a certain stage it became necessary to build upon it a promenade, surmounted on the sea side by a massive rampart. At 27 feet above low water on each side there are two rows of stone piers supporting a parapet wall; beyond this wall, at a distance from the central wall, the intermediate space being filled in. The main object of this work was to prevent ships from entering or leaving through any part of this breakwater except when they could be seen from within washing into the port. The head at the end of this breakwater is 180 feet broad by 48 feet high. It is formed on the rubble mound at a level varying from 29 to 36 feet below low water mark; its total cost was $250,000; its total cost for all purposes was $2568 per running foot. The Portland Breakwater commences with a pier, which starts from the island of Portland, on the southern side of which it extends for nearly half a mile; then comes a rubble mound extending pro-ceeding for a short distance in the same direction as the pier, turns and extends in a northward direc- tion for a distance of 4000 feet. The breakwater proper is a rubble bank, with a width at its base of 360 feet, at low-water level from 80 to 160 feet wide at its top of 48 feet. The slopes on the BREAKWATER 241 sea face, from the bottom to a height of 13 feet, are 6 to 1; on the harbor face, 15 to 1. The sub- sided area is about 5,000 acres up to low-water line. This work was begun in 1849 and completed in 1872. Its cost was $5,065,000, or about $644 per running foot. See Engineering, xiv., 1872. The Alexandria Breakwater—This breakwater is located in the harbor of Alexandria, Va., at the point of land at the entrance of Delaware Bay, and was intended to form a barrier of refuge during storms for vessels entering the bay. It consists of two breakwaters, one on each side of the channel, the breakwater proper and the breakwater. The former is 1,103 yards long, extending in E. R. S. from the mouth of the bay to a point 2 miles below the mouth of the river, and is constructed by being built down by the Delaware River, is 500 yards long and lies in an E. by N. W. by direction. There is a passage of 350 paces between it and the breakwater, the prolongation of which would work protects from the more dangerous winds and waves of the sea. The outer slope is 3 to 6 fathoms, leaving a passage of about 1,000 yards in length between it and the inner breakwater. The width of the structure is 175 feet at base and 80 feet at top, and it is supported by piles driven into the soft slope has an angle of 45°. The outer slope has an inclination of 3 to 1 against a depth of about 19 feet below the highest spring tides, and down to a depth of about 25 feet below low water. The South Breakwater, Aberdeen, Scotland.—This breakwater is 1,050 feet long, and was com- pleted in 1869 at a cost of £250,000. It consists of concrete blocks set in concrete. The foundation was laid with large bays of this material. The work was then carried out with con- crete blocks from 10 to 24 tons each to 1 foot above low water of ordinary neap-tides, from which level it is set back to a depth of about 25 feet below high water of spring tides. The composition of the concrete used was part of cement to 24 of sand and 24 of gravel. The concrete was placed in blocks weighing from 10 to 20 tons each. The inclination of the breakwater was secured against the sea by dovetailing the concrete blocks into one another, and by setting them on piles driven into the ground. In a paper on this breakwater (see Engineering, xiv., 49), express the opinion that concrete blocks, of the ordinary size of from 10 to 20 tons each, are not suitable for building a solid breakwater on soft or on hard rock foundations; but that they may be used for a temporary protection until such time as be in blocks of from 100 to 200 tons weight each. He further considers that some of these blocks may be used for permanent protection when they have been set in place for several years. The cost of this break- water was $279,000, or about $432 per running foot. The Mason's Breakwater.—This breakwater is located in the harbor of Kansas City, Ind., and pro- jects from Mason's Point for a length of 1,250 feet into a depth of 5 fathoms of water in order to The Alexandria Breakwater. The Alexandria Breakwater. shelter the entrance from the southwest monsoon seas, and to prevent their tearing up sand from the bottom and depositing it as a bar. The structure consists of a base of rubble-stone, leveled off generally to 18 feet under low water; and on this base concrete blocks, each weighing 27 tons, were 242 BREAKWATER. set on edge, leaning back at a slope of 5 inches to 1 foot, and without bond, two blocks forming the width and three the height, and together making a square of 34 feet in cross-section, the top being about the level of the water, and the remainder resting on and deposited from native boulders, and leveled for the approach by a helmet dyke. The material used was a mixture of sand, gravel, broken stone, sand, and quarry lumps, with salt water. The ratio of the bulk of the cement to that of the mixed block was 1 part cement to 10 parts aggregate. The total quantity of cement required was $253,854$, or about $734$ per running foot. See Engineers' J., xx., 381; xi., 223; and xii., 392. Numerous breakwaters have been constructed in this country since 1864. At Fort Point, at the entrance of the San Francisco Canal, two breakwaters, 8,300 and 1,660 yards long respec- tively, forming the harbor, were entirely built of Tull concrete blocks, 25,000 of these being required. At Alexander's Harbor, near Boston, 75 miles from the sea, a breakwater was built of con- crete blocks of the size above mentioned. The shore at the entrance to this harbor is intended to afford an artificial harbor of refuge opposite Pointe Delgada, St. Michael's. The principal work will consist of a mole attached to the head of the harbor, and extending into the sea for a distance of 1 mile. This mole will be 10 feet in length at low water, and will extend ships from the winds that blow from the S. E. and W. by S. The work has been in progress since 1864. The stone has had to be placed literally in the bed of the Ashuelot River. The mole is made up of granite blocks weighing from 10 to 20 tons each. It is further strengthened by massive bulks of timber bound together by huge bars of iron. The esti- mated cost is $1,500,000. The new breakwater at Dover, England (Fig. 50), in process of construction, is formed by an outer and inner wall of solid masonry, with a space between them filled with concrete made with Portland cement and shingles in the core of the work to the level of high water, above which the whole is covered with a layer of gravelly con- mensurate with the chalk bottom of the bay, the height varying from 10 to 15 feet according to depth. Both the inner and outer walls derive their power from a per- manent current flowing through them. A pampet 15 feet above the level of high water enronments the work on the sea side. All the op- erations are carried on from timber staging. The work is commenced by placing piles driven into the ground at intervals of 20 feet apart. After this, and the construction of the breakwater is upon the principle that the motion imposed by waves to water side is counteracted by that exerted on its own side by their reflection from it. Various Forms of Breakwaters.-Floating breakwaters have been proposed. One design consists of a wall of iron or other suitable material, which is to be placed vertically in the water, and to be of such a height that its lower edge will reach below the waves to comparatively calm water, while its upper end will be above high water mark. The wall is supported by light steel columns or piles sup- ported by watertight compartments strengthened by girders and anchored to the bottom. When waves strike against it they are reflected back into the water on its own side; but when they strike the great surface exposed to the still water on the opposite side, and the force of the waves will thus be transmitted through it to its base. In this way all danger is removed from those who live near the breakwater in sections 200 feet long by 60 feet deep. A foot of which will be un- der water at high tide and over 300 tons. See Scientific American, xiii., 70. Thomas Morris of London, represented in this country by Mr. Russell as an engineer who breaks the force of the sea in sup- ported by light cylinders d., submerged in water at low tide and anchored. The sloping screen B is pre- pared for use. Floating breakwaters have not been fa- vored by engineers or others. Mr. Scott Russell says concerning them: "No known force could effectively secure a large float- ing structure against a heavy ground swell. It would more horizontally spread itself over a wide area and would propagate itself along the bottom just as easily as it does over a flat surface." Insulated piles of timber or iron placed at certain distances apart have been pro- posed by Messrs. H. C. Laver, R.N., and Veitch R.E. For full descrip- tion see "Engineering," vol. viii., pp. 19-24. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a floating breakwater might be constructed. Illustration: A diagram showing how a浮动水坝可能被构造。 illustrate structures of this kind see Captain Culbert's "Water." much interesting information on the subject of harbors. Mr. Brunsden recommends *a* *breakwatern* BRICK-MAKING MACHINERY. 243 increasing the strength of resistance. Mr. M. Scott has suggested a combination of horizontal and vertical bricks, which see "Mines of Institute of Civil Engineers" (British), 1860, p. 549. Lake Breakwaters.—Breakwaters have been built on our northern lakes, which are made of a silicious sandstone, and are constructed with a large number of stones, which are placed in such a way as to keep in position better if the bottom is formed of limestone, sufficiently open to allow the stones to sift through when the crib is stirred by the waves. The crib is usually made from 30 to 40 feet wide, and 10 to 12 feet deep, and is filled with stones, which are of great weight. They are successfully sunk and placed end to end and filled with stones until the work has subsided to the level of the water. The crib is then covered with a layer of sand, which is more than 8 or 10 feet above the mean water-level. Such breakwaters have been constructed at Buffalo on Lake Erie, at St. Louis on Lake St. Louis, and at other places. Aside from possessing sufficient strength, these structures would not be practicable on the sea-coast on account of their being subject to erosion by the waves. The extension of such works on the sea-coast is not desirable because the cost of construction exceeds that of smaller works, and the cost per foot of length is greater than that of a stone breakwater. The extension of such works on the sea-coast may be gradually constructed. The ordinary brick is about 12 inches long, 6 inches wide, and 4 inches thick, or 144 cubic feet in length. The top of the pier is 16 feet broad, and is 5 feet above the water-level. On the side of the mudway which is exposed to the lake, a parapet wall 3 feet high is built parallel with the shore, and extends from one end of the pier to the other. The cost of this parapet wall is $75 per mile, or $25 per foot. The cost of building a pier is $200 per mile, or $80 per foot. The cost of placing stones on the pier is $25 per mile, or $10 per foot. The cost of placing stones on the mudway is $15 per mile, or $6 per foot. The cost of placing stones on the shore is $10 per mile, or $4 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2 per foot. The cost of placing stones on the lake-side mudway is $5 per mile, or $2perfoot. BREEDING FRIED.—The annular furnace for burning brick was invented by Hoffman. Fig. 603 and 604, a cross-section and plan respectively. In this furnace all parts are cast iron excepting those portions of the bricks it constructed with a central chimney and with removable divisions for separating the annular into different parts. When the furnace is filled with unburned bricks heat is applied to the dry air by means of a fan which draws in air through a perforated pipe and passes it over them, so that for maintaining combustion being received through the compartment last burned, whereby A diagram showing a cross-section and plan view of an annular furnace for burning brick. 244 BRICK-MAKING MACHINERY. bricks in it are cooled. Each compartment of bricks or other articles is thus burned in turn, the waste heat of the burning combustion continuously drying the compartment before it, and taking the heat of the one behind. The letters a, b, Fig. 608, mark the circular arched furnace, having doors, A, B, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z. The doors are made to close at pleasure the orifices of the flame. Moveable doors are provided for each compartment of the furnace. The door A allows of communication to be made or closed between the compartments of the furnace. The door B is used for introducing into the furnace which the coal, its powder, is introduced, under-going calcination. The advantages of this fur- 508 Fire-brick.--The following is condensed from a paper on "The Use of Fire-brick" by Mr. W. E. Egerton, read before the American Institute of Mining Engineers at their meeting in New York City on June 13th last. In making fire-brick which fire-bricks are composed are generally fire- 504 clays, which are hydrate allates of alumina, coaling (or coke) and silica. The alumina is from 75 to 78 per cent of alumina, and 11 to 15 per cent of water; the coaling (or coke) from 20 to 25 per cent; and silica from 10 to 15 per cent. Of these elements found in it. When it con- tains from 4 to 10 per cent it will generally melt; when it contains from 10 to 20 per cent some other substance make it fusible; when it does not contain more than 20 per cent it does not make it lose its refractory qualities. The clay which is used in making fire-brick must be refractory when deprived of its hygroscopic nature, has the composition: Silicon, $77\%$; alum- na, $43\%$; water $2\%$. It is necessary that the clay being ground, so as it has no binding prop- erty like albaite or halite; and that its chemical analysis is added to it. For the Wimpe brick, which is the most common kind of fire-brick used here, this material is lime. The brick is made of quartz sandstone, which is first heated in a furnace and then crushed and ground up, and is then ground. The amount of lime required to make a brick depends upon the joints between the bricks are filled with the same material as that used in making them. C—about $450^{\circ}$ Fahr.—these bricks will last four weeks in the roof of an ordinary furnace and in that time will be reduced--by absorption of the flame and dust, and slightly from chipping--from half its original size. When they have been used for about two years they will have lost nearly all their white heat on the inside of the furnace, it is only just warm on the outside. Ordinarily, the bricks seem to be fixed away by the dust, which circu- lates with them through the air currents in the furnace. Very few clay can be used as found. They must be, as it was suspended in some fusible ma- terial, which makes them very hard and difficult to break down; but they must also be mixed at the same time, of a certain amount of expansion and contraction; while preventing both in too great a degree. These materials are mostly found in clay pits near towns and cities where they are bor- ing. Clay is portable in pieces not infrequently small cobs, when the ash is not to be feared, and when graphite either cannot be had or cannot be used on account of its high price. When the mixture is made it must be thoroughly worked until all lumps are broken down into fine particles. One-fifth plastic clay and four-fifths burned clay or quartz; or one-fourth clay and three-fourths burned clay or quartz; or one-fourth plastic clay and three-fourths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic clay and four-fifths burned clay or quartz; or one-fourth plastic cl
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
A B C D E F G H I J K L M N O P Q R S T U V W X Y Z
Watermarks should be wrapped in brackets. Ex: OFFICIAL COPY. Page numbers should be wrapped in brackets. Ex: 14 BRICK-MAKING MACHINERY. 245 possible, and so on, an active ventilation, but the same temperature being kept up. The article should remain in a temperature of from 150° to 180° for at least 6 weeks. Bricks do not generally require so much care; but cruchles and reverts do. Long experience has proved that there is a great necessity for the brick to be exposed to the air during the whole time of its existence, and this is chiefly the refractory nature of the article. It is found, by actual experiments in creosote works, that some creosote bricks have been exposed to the air for upwards of 30 years, and yet they have not broken since as long as those which had been tempered only 2; and thus, in general, the older the article be- ing, the better it will be. The essential qualities of a good brick may be stated as follows: 1. Uniformity. 2. Regularity of shape, and the power to retain it under all circumstances, which involves perfect unity of composition. 3. Strength, according to the different pressures required under different circumstances. 4. Its cheap price. No material can be manufactured entirely fulfilling all these conditions. A good brick should not only resist high temperatures, but sudden changes of temperature, without alteration of any kind, such as crumbling, splitting, etc., and, at a high temperature, should undergo the least possible change of form or surface. This is one of the most important points in brick-making; for many manufacturers are less likely to contract afterwards. Shrinkage is generally due to insufficient bum- ing; and this is often caused by too short a time being allowed for burning, or by the use of too small bricks. Its chief evil is in allowing the flames to penetrate the open joints, and giving the dust an op- portunity to adhere to them. In consequence of this, when a brick is taken out of a kiln, or when hot, hot or projecting surfaces, is certain to effect the destruction of that part of the furnace. Silicious bricks have, on the contrary, a tendency to expand under the influence of intense heat. This is true not only with regard to their own bodies, but also with regard to their mortar. When burning, the tie rods when the fire is being raised, and tightening them when it is being cooled. The crucible must be made of a material which will withstand high temperatures; and bricks of the best have been known to resist as high as 3,000 lb. to the square inch. To insure the safety of the crucible and its contents, it is necessary that all parts shall be well fused together; and that no part should undergo any change of form nor resist materially under long-continued heat, and so, at the highest possible temperature, should support more than double the strain required without attention. In this case it will be seen that a good brick will not only support itself against its own weight; but also that in the arches they should contain an excess of alumina. In the arches they should nearly be pure alum, silica, or both; and in order to prevent cracks from appearing in them while they are being burned, take place when siliceous bricks are made of impure mixtures, usually from too much fine mate- rial being used in making them; or from too much coarse material being used in making them; or from dose, with a smooth conical fracture when made from improper mixtures, and when from bad burn- ing they generally run like a cracked vessel. All good bricks were very crisp. In wet weather they are liable to crack easily; and this causes decay in brick and stone, and determines the same to be: 1. Toughness sufficient for preventing the deposition of dust. 2. Vegetables growing favorable by dust and moisture. 3. Permeability through interstices and fissures. 4. Action of frost. 5. Action of acid vapors in the air. The difficulty in obtaining water for bricks is equal to a loss of substance of 74 parts in 10,000 for red and 24 parts for white brick; or in the ratio of 1 for the latter to 8 for the former. The fixability of lime is about 100 times greater than that of silica; hence it is necessary that there should be plenty for white brick, which gives a ratio of 1 for the white brick to 8 for the red. The chemical ingredi- ents are therefore distributed as follows: For red brick there are 74 parts lime and 26 parts silica. On injecting bricks to the action of these acids a loss of 23 parts of substance per 1000 for red and 7 parts for white brick was noted. Ratio of distillation for white 1 for red 6. Evidence that this difference exists between red and white bricks. The absorbent capacity of bricks, according to the report of an English committee, is indicated by the following table:
SPICES OF BRICK. PERCENTAGE OF WATER.
No. 1.—Blast made by hand, but absorbed 15 inches of water 19% 19% 19% 19%
No. 2.—Machine-made brick, absorbing all 25% 25% 25% 25%
No. 3.—Machine-made brick, absorbing all 25% 25% 25% 25%
No. 4.—Stone packed 8 hours, and absorbing in all 14% water 37% 37% 37% 37%
No. 5.—Stone packed 8 hours, and absorbing in all 14% water 37% 37% 37% 37%
No. 6.—Stone packed 8 hours, absorbing 14% 40% 40% 40% 40%
No. 7.—Stone packed 8 hours, absorbing 14% 40% 40% 40% 40%
No. 8.—Stone packed 8 hours, absorbing 14% 40% 40% 40% 40%
The capacity of several of the specimens to give off the moisture absorbed at a given tempera- ture is represented in the following table, in which the drying of six bricks adored in the fire- table was omitted as all its features: " }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { line_break: "", name: "?", page_number: "" }, { ``` BRICK-MAKING MACHINERY.
Crumbs or Core. PERCENTAGE OF WATER.
Hr. Hr. Hr. Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.Hr.
Table showing the Capacity of Bricks to give of Moisture.
NUMBER. TEMPERATURE, H.S. FAIR - PERCENTAGE OF WATER GIVEN OFF. H.S. FAIR - PERCENTAGE OF WATER GIVEN OFF.
Day. 1. Day. 2. Day. 3. Day. 4. Day. 5. Day. 6. Day. 7. Day. 8.
Calorimetric Calorimetric Calorimetric Calorimetric Calorimetric Calorimetric Calorimetric Calorimetric
15
BRICK MACHINERS, for the mechanical moulding of plastic clay, are so exceedingly numerous that it is impossible to select any one as typical of the whole class, and even less possible to select any one of the more prominent types. Many not here represented will be found described in Reports of Judges of Group II., at the last International Exposition. The following examples are classified as the machines proposed by Mr. H. H. Knight. CLASS I. Those machines in which a slab of clay crosses from the passage, and is cut up into lengths while cutting, or makes a square traverse out across the moving slab. A diagram showing a brick-making machine with workers operating it. Example: Clayton and Howlett's machine (English), Fig. 508. The rough clay A is taken from the heap in barrows and wheeled up an incline, or is drawn up the incline by suitable mechanism. It is shown in Fig. 509, where it is conveyed by a wire belt B, over a series of rollers C, which cut up the clay and press it down upon the rollers inclined at B. The crushing-rollers then force the material through a narrow opening D, and this mass is conveyed by a wire belt E, horizontally arranged upon it, which thoroughly pug or mix the clay and at the same time forces the homogeneous mass toward the end of the machine, where it is conveyed by another wire belt F to the cutting-off table, shown separately in Fig. 506. On this table the bricks are cut off when the desired number of bricks has been expressed by means of a lever G, a single cutting-off lever D, or a double cutting-off lever D', which divides the mass. The clay is conveyed by hand to the table in front of the wires B and C, and the stream from the machine is again conveyed by wires B and C to the cutting-off table, where the bricks are caused to pass through it by operation of a lever G, or a lever D', or a lever D'. After passing through the cutting-off table, the clay is conveyed by wires B and C to a plate L, where it is deposited on a rack frame K, carrying with them the action of wires D', and also the plate L attached to platen L', causing the plastic plate to pass from under the clay through which the wires pass, and to be replaced by another plastic plate L' on which it rests until it reaches its original position and the platen with the now formed bricks upon it is removed. In the Tiffany wedging machine (Canadian) impelling screw-revolves in an opposite direction. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machine with workers operating it. A diagram showing a brick-making machinery. BRICK-MAKING MACHINERY. 247 direction from the tempering-screen; its shaft passing through that of the latter, which is below. The bar of clay issues upon a bed of rollers, and is cut into bricks by four wires fixed in an oscillatory frame. Fig. 607 represents a machine for separating the clay, consisting of a revolving cylinder with a plough-like device to separate the impelling masses of clay, and a plough-like plate fitting tightly in the recesses $R$ and $R'$ to receive the levelearing. The clay issues in a slab of the width of a brick, which is conveyed by a belt or handbust as wide as the length of a brick. The bed is made in sections $E$, $E'$. Clam II. These in which the clay passes from the pan into the moulds by means of a screw, and from which the moulded brick is discharged. The clay is conveyed by a screw, which rests on the upper or adjacent surface of a mould-wheel re- turning to the lower end of the machine, being brought successively below or in face of the pallets by which they are charged. In one case this pallet is moved by a chain. The machine shown in Fig. 608 has a vertical moulding-piston, which is raised and lowered, and is forced thence into moulds wherein it is pressed by two levers. The moulds are driven with their wheels and inclined track below them. A triple-pressure-machine is manufactured, in which the charge of each mould is compressed by three pistons simultaneously compacted by a roller, composed with a toggled piston and follower from below, and by cams and tuggles above. Any variation in A man operating a large machine. A man operating a large machine. thickness is prevented by sinking a panel in one foot, any defect of clay simply permitting the clink of a deeper panel, and not affecting the thickness of the brick. This is a crude clay-machine. A so-called impact machine has moulds in groups of four each. These have plungers bottome, and 248 BRICK-MAKING MACHINERY. The first pressure is given by the blow of a weighted plunger. Pressure is effected by cams, and the discharge by the followers ascending an inclined plane. This is a dry-clay machine. The horizontal machine (Fig. 50) consists of two parts, one being a vertical mould wheel type. The apparatus, as here illustrated, is double--two machines in one--which produce a proportionately greater quantity of bricks. The clay is conveyed to the upper part of A, and descends into the horizontal mixing-cylinders below. Of these there are two, and through both passes a 64-inch wrought-iron shaft, actuated by the governor, which regulates the speed of the machine. The cylinders are so arranged that the latter adjusted in relatively reverse directions, so that the clay is thus forced out from the outer ends of both cylinders, and falls upon the inner end of the inner cylinder, which is then forced out by the thrust due to the resistance to working the clay as it comes from the mixer. The clay, which is thus forced out, is compressed by the inner cylinder at D removes any excess of material. Ten of those machines are provided with a single wheel, and each model has a movable bottom with a roller that travels on an eccentric track beneath it. The clay is thus forced out in a series of pressure to the brick. An opening is left between the two wheels, and any surplus clay to escape, so that, when the brick comes to be formed, it rests upon the endless belt B, is perfectly formed. With the double machine, two of these belts are used. Each belt is driven by a separate motor, and each removes the bricks as fast as formed, and throws them into a hopper C. There are about 5000 bricks each. Each belt is about ten feet long. The whole machine can make 11 bricks. The capacity of the double machine is claimed to be from 50,000 to 70,000 bricks per day. It is a very simple machine, where but one mixing-cylinder and one mould-wheel are required for all that aggregate. In connection with the above-mentioned machine, a car is employed for transporting the brick to the drying-yard. It runs on four wheels, and is brought up to the back pack-hook. By means of a crank and spring mechanism, the latter, with its load, is lifted up and down on suitable tracks being provided, the truck can be raised off by one man to any desired height where the back is deposited. Then another man takes a back plank of dried brick from the entire course of work; kiln-drops deposit it, and returns to the machine in plenty of time to get a new load. Thus this process it is said can be carried on continuously for 24 hours without stopping until nightfall. At night all the bricks are taken from the yard, and taken therefore 25,000 dry bricks to the setter, in one day. The other hands required for this machine are two men in short in clay, and two to remove and back the brick. Variety 2. Those in which the moulds are on the periphery of a wheel, and are moved by a cam attached to it. The clay is pressed into the mould by the application of interior or exterior force; both, and In Leach's machine of this description, illustrated in Figs. 51 and 51A., it is seen horizontal shaft in which there are two wheels or cylinders for conveying and compressing the clay. The upper-formed ver- sel, technically termed the pug-mill, in which the clay and other materials are thoroughly mixed is for this purpose furnished with cross iron bars or blades of steel; part of these firmly fixed to its sides; while others are attached to their ends by means of pins or bolts; and they are so arranged that instead of the shaft cut in it they revolve between the others. The clay is delivered into the hopper or pug mill by an endless chain of buckets (to use some manner as bucket) 31 31A BRICK-MAKING MACHINERY. 249 It forces the clay out of the mill, in a very compact state, into a receptacle below; this one side is always in immediate contact with the moulds, and those two sides which are at right angles to the plane of the mill, are kept in motion by the revolving motion of the mill, and, acting closely, prevents the escape of the clay, so that it can only pass into the moulds. These moulds are made of wood, and are placed on a wooden frame, which is fastened to a horizontal bar, or spoke, and turning upon a fixed shaft. There are 36 of these moulding-boxes in one circle. Each moulding-box is furnished with a false marble bottom, in which rods are attached, for the purpose of keeping the clay in its proper position, and also to receive a fresh portion of the clay. In describing the above simple but productive machine, represented in Figs. 518 to 518, there are two cylinders set horizontally in a framing and revolving in opposite directions, being driven by gearing, which actuates them by means of a belt. One of these cylinders is fitted with moulds, working in which are followers, forming the bottom of the moulds, and by means of these followers, the clay is forced into the moulds. The other cylinder is fitted with planes working and fitting into the moulds of the other cylinder, pressing down the clay when it is forced into the moulds. Between the two cylinders, the clay being drawn into the several moulds by means of the followers and planes, is deposited on the ground or surface prepared for them, in regular layers or lines, as the machine may be drawn over. The bricks are laid on the ground or on the surface on which the bricks are to lie. The followers in the moulds are covered with cloth or paper to prevent adhering to them--the machine being worked by hand or other power. To enable others skilled in the art to make use of this invention, the inventor describes its construction and operation as follows: A is the frame of the machine; B, the hopper through which clay is fed into the mill; C, the mill; D, E, F, G, H are cylinders revolving about their own axes; I is a horizontal bar or spoke; J is a fixed shaft; K is a gear-wheel; L is a belt; M is a pulley-wheel; N is a pulley-wheel; O is a pulley-wheel; P is a pulley-wheel; Q is a pulley-wheel; R is a pulley-wheel; S is a pulley-wheel; T is a pulley-wheel; U is a pulley-wheel; V is a pulley-wheel; W is a pulley-wheel; X is a pulley-wheel; Y is a pulley-wheel; Z is a pulley-wheel; A', B', C', D', E', F', G', H' are cylinders revolving about their own axes; I' is a horizontal bar or spoke; J' is a fixed shaft; K' is a gear-wheel; L' is a belt; M' is a pulley-wheel; N' is a pulley-wheel; O' is a pulley-wheel; P' is a pulley-wheel; Q' is a pulley-wheel; R' is a pulley-wheel; S' is a pulley-wheel; T' is a pulley-wheel; U' is a pulley-wheel; V' is a pulley-wheel; W' is a pulley-wheel; X' is a pulley-wheel; Y' is a pulley-wheel; Z' is a pulley-wheel. The following points are worthy of notice: 1. The mill (C) revolves about its own axis (D), and to close or prepare the yard for deposits of the bricks; it works in a strap or having a revolving spindle (E), and has on its circumference or surface spaces (F) for forming the moulds. The number of moulds (G) are not limited to two rows, as shown in the drawing, but will be dependent upon the length of the cylinder (H), and upon whether they are formed by one or more cylinders. The length of each cylinder (H) may be varied according to circumstances, so that the machine may, if required, be constructed to form three or more layers. 2. A', B', C', D', E', F', G', H' are followers, or plungers, working in and forming the bottom of the moulds; they are A diagram showing the components of brick-making machinery. 518 250 BRICK-MAKING MACHINERY. covered on their top with fine cloth s e r c, and of length and breadth so as to fit loosely in the moulds d d d in which they move, motion being given to them by rollers f f f, which turn on spindles g g g running through the cylinder E lengthwise, passing through slots i i i at both ends; the A diagram showing the mechanism of brick-making machinery. spindles g g g are connected to the followers E E E by pieces A A A attached to them, through which the spindles g g g pass, the rollers f f f, as the cylinder E is caused to revolve, meeting in finest grooves on E F F secured to the framing A A A interior of one of which is seen in A close-up view of the rollers and followers. Fig. 514, being positioned with relation to the cylinder E in the manner of an eccentric, but differing from an eccentric in their being made of a solid or irregular piece of wood. The rollers f f f traveling in the grooved channels E F F cause the followers E E E to move in the moulds d d d, the latter being held by a stroke leaving a space in the mould equal to or rather exceeding the thickness of a brick, which is formed out, working nearly to the other edge of the mould. In Fig. 516 are represented cams attached to the followers E E E, being positioned and set so as to perform as many revolutions for one revolution of the cylinder E as there are bricks in a single row, causing the cams A A A, when turned by the rollers f f f, two together, that is, one as either end, and so on for all the rollers successively as they assume different positions. The bottom of the mould-cylinder D is situated rather more than the thickness of a brick from the ground or yard surface. BRICK-MAKING MACHINERY. 251 G is the pressing cylinder revolving in the opposite direction to the cylinder $E'$; it is keyed on the shaft $m$. $n$ and $n'$ are pressing platen fixed on the circumference or surface of the cylinder $G$, corresponding to the spaces or moulds $d$ and $d'$ in the cylinder $E'$, into which they fit or press the clay; they are so arranged that when one is in the space $d$, the other is in the space $d'$. The arrangement is shown more particularly in Fig. 816. H is a steam-piston working in motion to the machine (but the arrangement may be such that steam or other power may be applied). $f$ is a piston turned by handle $H$; it operates a wheel $J$, on the shaft A diagram showing a brick-making machine with various components labeled. of which is a piston $K$ working into a wheel $L$ fitted fast to the side of the cylinder $O$; the wheel $L$ is in gear with a corresponding wheel $M$ attached to the cylinder $E'$; the wheel $L$ also drives a platen $N$ and a platen $N'$, both of which are fixed on the circumference of the cylinder $E'$, and two pistons $P$ and $P'$ that drive pistons $Q$ and $Q'$ fitted on the cam-shaft $I$, which they operate. The relative proportions of these several parts are such that when the steam-piston $H$ works, it will cause the wheels and pistons to move up and down, keeping them always in proper position, and thus form a deep motion formed by the cams $K$ at a proper time--that is, to strike the reliefs when they assume the position of their maximum depth. The wheels and pistons are made of cast iron, and have teeth of suitable form, and are fitted with wheels, which are of a suitable relative diameter, so that the machine will move at a speed proportioned to the discharge of brick, causing the bricks made to be deposited regularly, side by side, in layers. 253 BRICK-MAKING MACHINERY. The operation is as follows: Clay being put into the hopper $R$, the handle $H$ is made to turn, and by wheels and pinions $L_1$, $L_2$, $K$, $L$, and $M$, the cylinders $E^{\prime}$ and $E^{\prime\prime}$ are made to revolve in opposite directions, as shown by arrows in Fig. 513, drawing the clay, partly forced by its own weight, into the moulds $A$ (Fig. 514), which are attached to the cylinder $E^{\prime}$. The clay, being drawn into the moulds, is pressed against the sides of the cylinder by the weight of the clay itself, and by the pressure of the cylinder on the clay. As soon as the clay has been drawn into the moulds, the cylinder $E^{\prime}$ is turned back, and the clay is forced out of the moulds by the pressure of the cylinder on the clay. The clay is then removed from the moulds by means of a lever or plunger $F^{\prime}$ and $F^{\prime\prime}$, traveling in fixed grooved channels $P^{\prime}$ and $P^{\prime\prime}$, which are attached to the cylinder $E^{\prime}$ and $E^{\prime\prime}$. The plunger $F^{\prime}$ and $F^{\prime\prime}$ are driven in for receiving the clay, and then withdrawn, so that the clay may be forced out, and so drive out the brick, which is further released from the mould by means of a lever or plunger $G^{\prime}$ and $G^{\prime\prime}$, driven by the gearing $NOOFPQG$, as shown in Fig. 515. When arriving at the position of Figs. 514 and 515, the clay is forced out of the brick from the followers, which, being covered with fine cloth or other similar material, are not allowed to adhere to the soft bricks to adhere. The bricks are laid in their proper positions in perfect layers, as the manner shown in Fig. 516, thus making a brickwork dependent upon the size of the machine or length of the cylinders $E$, which may have any desired number of rows of moulds or pressing places. Opposed to this principle, as this prin- ciple is represented in Figs. 517 to 519. This machine consists of two horizontal cylinders performing the office of roll- ers. One roller performs this duty while the other is placed over its surface with cav- ities, the size of which depends on the size of bricks to be made. In these cavities, stones are made to fit into these cavities. These stones are used for a fill- ment equal to the thickness of a brick. These rollers are provided with peripheral moulds, which are charged with clay from a hop- per above them. The clay is conveyed either in whole or in part from the con- tainer into these moulds, and pressed together with each other. Baker's patent No. 800, Figs. 490 and 491, consists in the application of separate or detached moulds of a particular construc- tion to a machine for making bricks, which are consecutively brought into action; in the manner hereinafter described. The clay is conveyed into these moulds by means of contact with, or contiguous to, the fresh bricks already formed; and they are then moulded; and in lieu of sand, which is generally used to prevent the adhesion of the clay masses together; such as elastic absorbent substances, such as dirt washed from roads; or water; and compounding engagings, Fig. 492 repre- senting a vertical section through one end elevation of the principal parts of the machine. A vertical shaft $a$ is made to revolve in the cylinder or pagmill $b$, by any adequate form acting upon the bevelled wheel e. A number of head or iron blades d of are attached to the shaft $a$, thus maintaining a constant pressure upon the clay mass contained within it. The clay mass is conveyed into these blades d by means nearby in contact with the edges of two other sets of knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of the cylinder b. The clay mass is conveyed into these knives c.e.f., fixed on opposite sides of 253 BRICK-MAKING MACHINERY. The operation is as follows: Clay being put into the hopper R, the handle H is made to turn, and by wheels and pinions L1, L2, K, L, and M, the cylinders E' and E" are made to revolve in opposite directions, as shown by arrows in Fig. 513, drawing the clay, partly forced by its own weight, into the moulds A (Fig. 514), which are attached to the cylinder E'. The clay, being drawn into the moulds, is pressed against the sides of the cylinder by the weight of the clay itself, and by the pressure of the cylinder on the clay. As soon as the clay has been drawn into the moulds, the cylinder E' is turned back, and the clay is forced out of the moulds by the pressure of the cylinder on the clay. The clay is then removed from the moulds by means of a lever or plunger F', F", traveling in fixed grooved channels P' and P", which are attached to the cylinder E' and E". The plunger F' and F" are driven in for receiving the clay, and then withdrawn, so that the clay may be forced out, and so drive out the brick, which is further released from the mould by means of a lever or plunger G', G", driven by the gearing NOOPPGQ, as shown in Fig. 515. When arriving at the position of Figs. 514 and 515, the clay is forced out of the brick from 254 Watermarks should be wrapped in brackets. Ex: OFFICIAL COPY. Page numbers should be wrapped in brackets. Ex: 14 or 9/22. BRICK-MAKING MACHINERY. 253 Separate the materials into equal portions, which are supplied to the moulds in a compact state. The moulds are lodged in rectangular cavities at equal distances in the periphery of two polygonal drums $p_1$ & $p_2$; these cavities are marked 1 to 12. To one face or side of the drums are attached two wheels $w_1$ & $w_2$, each of which is connected with a shaft $s_1$ & $s_2$. The wheels are now, mounted to one of them. These wheels, lying at the back of Fig. 207, cannot be seen, but one of them is shown in the front view of Fig. 208. The material is fed into the hopper $h$, which is separated from their recesses by means of plates at m, easily fitting the recesses, and sliding upon parallel rods $r$, which are supported on a frame $f$. The material is then conveyed by a screw bed, sliding upon the parallel rods, and having at each end small anti-friction wheel $p_3$, which, by the motion given to the machinery, come in contact with a larger wheel $g$, placed eccentrically, which thus causes the material to be drawn up into the hopper $h$, where it is collected and applied. During this latter process the emplod mould-receiver will have passed over the centre of the convexity of the drum, and will have been moved slightly forward, so that the applied mould in its former situation, to be filled again from the hopper as it passes under it. Between each of the two drums is a large cylinder $y$, which is divided into twelve equal parts, called the "hollow sectors", into each of which is placed a red-hot iron, the object of which is to exploit the superfluous steam from the newly-formed brick, etc., in order that the manufacture may be conducted more rapidly than would otherwise be possible. The cylinders are supported by a frame, and the wheels are kept in contact by the action of strong helical springs $t$, which press against the sides of the cylinders. The whole machine is mounted on a foundation plate $w$, and the frame is supported by four legs $l$. In the middle of and underneath the horizontal frame $e$ is fixed a knife $u$ (supported in its place by a spiral spring), which separates the whole or a portion of the superfluous material from each mould, and the latter is then removed from it. As soon as all the material has been left after the operation of the knife $u$, the exposed surface of the mould in motion undergoes a similar treatment from two other knives $v \& w$, fixed in the foundation plate $w$ of the machine. A trough or A diagram showing a brick-making machine. 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 determ k, containing water, is placed under each of the drums, the lowest sides of which come in contact with a cylinder y, covered with strong coarse cloth or other suitable absorbent substance, which as it revolves takes up the water and delivers it to the moulds as before mentioned. These 254 BRICK-MAKING MACHINERY. Cylinders are mounted on cast-iron bearings, and derive their motion from planes on their axes, actua- ted by the toothed wheel on the drum. In the center of the foundation plane there is a cavity, or pit, for the reception of the superfluous clay or other materials, which are removed at pleasure. The pug mill is placed at the lower end of the machine for convenience of cleaning out its whole contents; and the whole of the upper part of the machine is sup- ported by three columns s.s.e. The cylinder is formed of two parts, viz., a set of wheels lying at the back of Fig. 302, and a set of wheels lying at the front, as shown by dotted circles. No. I is a horizontal driving wheel, driven by a pinion II, the two wheels III and IV, on the same of the driving gearing being connected with each other, rotat- ing in opposite directions. These two wheels, when they have their teeth, as their point of contact be- come vertical to the axis of the cylinder, drive the cylinder round the axis of the frame. In case of negligence on the part of the boy, or other attendant of the machine, in not removing the bricks after they have been made, main- taining them have passed the centre of the eccentricity, and having re- turned to their former position, and pass round to the plane of delivery, as before mentioned, this work can never be done by the machine. Every one of these moulds is con- nected with another by a chain, placed on an endless belt or track, and are passed beneath the charger, whose function is to fill them with clay. A machine of French invention (see Fig. 303) is illustrated in Fig. 302. A cylinder is employed a cylindrical bottom B, on which rests a horizontal plate C, which is opened in order to introduce the material. The cylinder is horizontal, to which rotary motion is imparted by a horse harnessed to the barrel C. The cylinder is supported by the mast-iron socket A (see Fig. 302, which is a vertical sec- tion through the middle of the machine), rests against two pillows, one adapted to a beam A, while another rests upon a stone D. This axis is provided with several flat iron branches d, which being fixed perpendicularly to the axis, their lateral surfaces are turned towards each other so that they may receive and hold all the clay during their rotation; thus the earth is well divided before reaching the inferior part of the barrel. The branches f support the former, but without interstices, are attached at the very extremity of the apparatus. The iron bars e support the limber and impart to them the move- ment of oscillation necessary for filling up all spaces between them; and also for carrying them to be moved. Fig. 302, so that the moulds are carried under the roller G after they are filled with earth. The roller G has two arms H and I, which are fixed to it by means of pins J and K. Its office is to compress the earth in the moulds as it is received from the barrel C. The clay, being thus moulded and pressed, soon meets the blades L made of steel or cast-iron, which shave the two borders of each brick. The bricks are then taken out of the mounds by means of tongs M, which are taken out of mounds by means N, which are pushed by ingenious mechanism into two con- secutive mounds O and P; and finally into two more consecutive mounds Q and R; these last two plates forming an endless chain which advances a distance equal to the breadth of two bricks. The bricks, being taken out of these last mounds R and S, The construction of Blake's machine will be readily understood from Fig. 307. The crude clay is first mixed in the pug-mill, and then is forced through a revolving screen, which removes stones. It is subsequently conveyed by means of a plunger, when the table on which the moulds rest is moved outward, and the moulds are removed. Google BRICK-MAKING MACHINERY. 255 In Hall's machine, Fig. 239, the place for putting the mounds into the machine when stacked on the opposite side from the pit ; the press is on this side lateral with it ; the central track is parallel with the pit ; the carriage, or support of the moulds, when in the press, rests and is firmly held by the eccentric. In connection with the carriage is an adjustable table for holding the mounds. The outside arrangement of the throw-out is composed of several parts : a great roller ; a slotted arm ; a movable arm ; a cross-bar ; and a catch in connection with the great roller, to which is attached a small weight. If there is any obstruction in the passage, by a stone, or a mould being carried too far out, then the throw-out remains at rest, thereby preventing any effect upon those machines. The weights are placed on the throw-out, and cause it to work perfectly smooth and easy. The cross-bars are placed in the centre of the great bar and around the shaft; the knives are bent a little back, in such a manner that they are very close to the bars, operating like a pair of scissors. With this improvement, these ma- chines can be used in the most thorough manner. The tracks are put in under the press enough to receive the first mound of brick, after which it is thrown from the press, is cast by means of a lever on the friction rollers to the truck; the next follows on and moves the track along the width of it; and so on until loaded, when it is taken out in the yard and dumped in the usual manner. The next track is put in position, and the loading goes on as before. A diagram showing a brick-making machine with various components labeled. 256 **BRICK-MAKING MACHINERY.** Martin's machine, Fig. 319, is similar in general appearance to that just described. The moulds are delivered by the power of the machine while the press is on, so that the bricks are not drawn up while delivering; wherefore it delivers the bricks very stiff, with well-defined edges and good square corners. The lever connected with the haul-out is arranged with a movable centre, held by a friction-pulley; so that, when the lever is raised, the centre moves back, and the haul-out is released. When the lever should be obturated, the lever simply moves forward, thus giving time to remove it without stopping the machine, and preventing any part of the machine being broken. Then, by raising the small lever connected with the pulley, the centre moves back, and the haul-out is released as before. Fig. 318. There in which the clay is moulded by force of a reciprocating piston or plunger. To this variety belong a large number of brick-making machines similar in general appearance to Martin's, see Fig. 530. This is worked by throwing the movable top-plate over the clay by means of the handle. Then the lever is raised and depressed, which turns the axis on its axis, and so moves the tumbler joint producing the pressure. The water is admitted into the pan to any desired degree by means of the pressure of a screw-nut. When the pressure is relieved by lifting the handle, and shifting sideways, the pressed brick is removed from this mould by the elevation of its bottom. In Leaver's (English) ma- chine, Fig. 331, a plunger is employed instead of a va- tional reciprocating motion is produced by a screw-nut A. The mould is filled, iron plates being inserted both above and below. The charged mould is brought under the plunger and its contents pow- erfully compressed. It is then pushed over an opening in the table, whence a second plunger forces the brick out through another opening B. As each brick is removed the planks remain to receive another, and the empty mould is removed. Fig. 332 shows a machine for making hollow bricks. Brick-moulding may also be classified without regard to difference in manner of moulding, as those which use dry or wettered clay directly from the bank; those which use wet clay or mud, necessi- tating soaking in water; those which use clay prepared in a kiln; and those which use clay prepared operated by steam or horse power, a production of 30,000 bricks per day is most cases claimed; or hand-operated machines for smaller productions. Foras., etc., of *Bred.—Fig. 332 represents dovetailed bricks. In the extremities of each brick are formed two angles at right angles to each other, called "corners." These portions connecting piece of suitable form is slipped, which holds the bricks tightly together mortar at such points being merely auxiliary. Undercut angle bricks are represented in Fig. 535. By combining these two forms with others formed by cutting off one corner of the angle having an ornamental finish. Hollow bricks are made for purposes of warming, ventilating, and removing heat from buildings; they are made either by pressing or by pouring into wooden forms. The following are some other forms of brick: "Air-brick," is a grating size of a brick let into a wall to admit air. "Arch-brick" usually means hard-burned partially vitrified brick from the arches of churches; but more generally it denotes a brick made from clay which has been con- siderably mixed as a "compass" brick. A "cupping" brick is one made for the upper course of a wall. "Tongue" bricks are those used for filling up between stones; they have a long tongue, glassy surface emitted when struck. "Stocks" is a name given locally to peculiar varieties of brick, such as "butter," "chocolate," "black," "white," etc., and many other names applied to local forms applied to imperfectly burnt or refuse brick, Burn brick, or those vitrified by creosote heat. Bricks are glazed or rendered waterproof by a composition which gives them a vitreous surface. A diagram showing a brick-making machine. BRICK-MAKING MACHINERY. 257 This is performed by treating the surface with a flux which melts the tiles of the brick, or it may be applied to the surface in solution, the liquid being afterwards expelled by heat. Resinous com- pounds have also been used to render the surface non-absorbent. Bricks have also been treated with oil, which prevents the water from adhering to the surface of the brick. Pigments added to the glazing compounds give an ornamental appearance. A diagram showing a brick-making machine in operation. A diagram showing a brick-making machine in operation. A diagram showing a brick-making machine in operation. A diagram showing a brick-making machine in operation. The average specific gravity of brick is 1.841; the weight of a cubic foot, 113 lbs.; the cohesive force of a square inch, 273 lbs. (Tredgold). Brick is crushed by a force of 360 lbs. per square inch (Bennet). Other Machines related to Brick-making.—Special machines are constructed for crushing and pul- verizing clay only. The essential feature of the device illustrated in Figs. 834 to 838 consists in the use of a revolving screen, or screen, having a number of apertures, placed at such an angle that, when in its normal position, and having attached to or suspended from it lugs or cradles, which, by their weight, serve to pulverize the clay; the stock or clay being fed in at one end of the screen, which by its movements causes the clay to pass through the apertures into the lugs or cradles, where it is com- bined; the pulverized clay falling through the apertures of the screen, and the waste or hard lumps and stones being thrown out at the other end. Fig. 839 is a machine for making flat tiles, roofing tiles, etc., of any desired breadth or thickness. It may be employed for making bricks, and is similar in principle to that shown in Fig. 834. In this ma- chine the pug-mill is fitted a funnel-shaped hopper 29, the materials in which, after being forced through a mouth 34, formed of the required shape, are received upon boards 35, and, when cut to the proper length, are removed to sheds for drying. In order to equalize the surface of the clay after it has come under pressure in the pug-mill, it is necessary to apply some form of shearing action to the clay, which gives to the material any pressure that may be required, by loading it accordingly. The dotted line line 27, 27', in the same figure, exhibits another funnel-shaped hopper, for the purpose of making A diagram showing a brick-making machine in operation. A diagram showing a brick-making machine in operation. A diagram showing a brick-making machine in operation. A diagram showing a brick-making machine in operation. 258 BRICK-MAKING MACHINERY. pipe or tube, by means of a centre core $3$, between which and the cylindrical continuation of the hopper the material is forced by the action of the pug-mill and produces a tube, which, after the machine has made a certain length of it, is cut off, the tube being turned round to render the inside smooth previous to its being conveyed to the next stage of manufacture. Figs. 340 to 342 represent one of the direct-action steam machines constructed by John Whitehead & Co., and embodying many improvements with the patent metallic compressive die for the manufacture of socketed sanitary or drain pipes. Fig. 340 gives an elevation of the vertical-acting machine ; Fig. 341 shows in plan the patented A diagram showing a vertical-acting brick-making machine. metallic die for making three 6-inch pipes simultaneously, similar in form to the sanitary pipe repre- sented in Fig. 342. The upper cylinder of this machine is the steam cylinder, and is constructed in the same manner as that used in steam engines. It is, of course, made of various dimen- sions in accordance with the size of the pipes intended to be made in these machines, but in all cases it has a ram attached to them, whilst upon steam being admitted to the cylinder, depressed against the die, a pipe of shape of pipes out of the clay cylin- der, which is placed on a revolving table. It will be seen from Fig. 340 that the admission of steam is effected through a chest under easy control of the en- tendant by means of a handle close to him. This chest is connected with an expanding mouthpiece at the bottom, by means of which when large diameters are obtained. The die for both sizes of pipes are situated to the before-mentioned mouthpiece; and on referring to Fig. 341 it will be seen that when the table is immediately under the die. As the pipe continues to fall, and as soon as the pipe has passed over the edge of its face against the die in readiness for the ram to descend and push out another piece of clay into the socket of the pipe is being formed, the table is raised by a lever, the handle of which is shown in Fig. 342, and thus lifts up the man in charge. On the attendant removing the table, and on steam being admitted to the piston, the ram continues its downward course, and the pipe or pipes, as the case may be, issues through the A simple machine for making drain-pipe is represented in Fig. 343. The material is mixed in the upper cylinder $B$ (see Fig. 342), and is then fed into a hopper $C$ by a weight shown, and hence easily removable for the extraction of the moulded pipe, whilst all of the dies shown on the right. Google BRICK-MAKING MACHINERY. 259 Fig. 84 and 84a represent an improved press for the manufacture of bricks from brick-making clay. The pressure is given by two pistons, which are fixed upon a forged metal shaft 74 inches in diameter. This shaft, resting on bearings between two strong A-braces, is provided with a lever 75, which is connected to the piston 76 by means of a strap 77. The strap is fixed upon the shaft by means of a nut 78, which is turned by a hand-wheel 79. The strap is bent over the shaft so that it may be pulled up and down freely by the hand-wheel. The pressure-cams, marked N on the diagram, act against rollers fixed upon two steel cylinders or rams A. These rams transmit the pres- sure to the moulds B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z. In this way the pressure is applied to all parts of the moulds at once. At the same time the bricks are being pressed; 3 other pairs of moulds are being filled up with materials. ![Diagram showing a brick-making machine] A diagram showing a brick-making machine. while the other 2 pairs are delivering up the 4 bricks pressed at once into the hopper below the shaft. The bricks are pushed out of the mould by suitable plun- gers P1 and P2. The plunger P1 is connected to the ram A by means of a rod 80 and a lever 81. The plunger P2 is connected to the ram A by means of a rod 82 and a lever 83. E. The moulds are lined with changeable steel plates three-quarters of an inch thick, and the sand and lime is fed into them by two pug-mills N1 and N2. The pug-mills N1 and N2 are placed at opposite sides of the table so as to mix thoroughly so mix and chop the spongy slag along with the lime. The table is shifted back and forth by means of levers P4 and P5. The levers P4 and P5 are connected to the ram A by means of rods 84 and 85 respectively. The levers P4 and P5 are also connected to the levers P6 and P7 respectively by means of rods 86 and 87 respectively. The levers P6 and P7 are connected to the ram A by means of rods 88 and 89 respectively. F. The levers P6 and P7 are used to open up the pug-mill cylinder when it is necessary to remove some of the material from it. When this is done, the levers P6 and P7 are lifted up by a spring H1 and H2 respectively. This allows the whole pressure put upon the brick; and in case there should be too much sand getting into the moulds they simply lift up and relieve the strain. The weights / can be weighed off by means of a scale G. The pug-mills N1 and N2 are generally filled so as just to lift the levers in ordinary work. The filling is easily regulated by the use of levers P6 and P7. When it is desired to fill up more than usual amount of material in one operation then it is only necessary to lift up these levers P6 and P7 until they come in contact with the top of the pug-mill cylinder so made to open so that the knives are accessible at any moment. The pug-mills N1 and N2 are filled up with sand and lime respectively until they reach their full capacity before they enter the brick press. The mixing and measuring apparatus is very simple and efficient, and works without any trouble. The slag is tipped into a hopper by large barrows, which are lifted up by a hoist. At the bottom of each mould there is a small hole through which air can escape during pressing under the hopper; carries a certain thickness of sand or thickness having been previously regulated 300 BRIDGES. to the requirements of the press. The slag then falls upon a sieve, which separates any large pieces of slag in a solid state, and at the same time allows the falling sand through the sieve to fall like a shower. The fine sand is fed into a separate hopper, and is conveyed by means of the feed of corn into another hopper. The brick is made in this manner, which forms part of the slag-mould. As soon as it meets the shower of sand--falling together with it--thus getting thoroughly mixed. As before stated, this mixture is conveyed to the brick-presses, where the bricks are formed. The frames from the brick-presses are placed upon spring barrows, holding 50 each. They are then taken and stacked in sheds, while the remaining mortar is conveyed to the brick-layers, who are employed in stacking outside in the weather to harden. The percentage of loss is very little, not amounting to 2 or 3 per cent. In fact, they are capable of turning out about 10,000 bricks per day. The following are a few of the advantages claimed for these concrete slags and bricks, viz.: Being pressed, they are perfectly uniform in size and weight; they can be easily handled; they are light in weight; they will bear a weight with which they will weigh one ten per thousand less; and there is this further advantage, that there are no waste materials left over after making them; and lastly, they are more durable than mortars, more especially when plastering, the walls being of uniform thickness; and the bricklayers like Diagram showing a brick-making machine. 544. 545. them, because they can do more work with less labor, the bricklayer's laborer finding he has a ton per thousand less to carry, as well as considerably less mortar. Another remarkable property of the slag brick is its durability under all kinds of weather conditions. In all cases where it is used for skirting and door-work, they are saved much trouble in plugging the walls. And finally, the longer the bricks are exposed to weathering, the better they become. BRIDGES. Bridges are constructed of various materials: usually of wood, stone, brick, iron, or steel. These are arranged in a variety of forms, as in arch, girder, truss, and suspension bridges. In their various forms they have been subjected to many strains and stresses during construction and destruction. Most of these strains may be determined theoretically by the composition and resolution of forces. But it is only by actual experiment that we can ascertain their magnitude by numerous experiments. See Strengths of Materials. Arch Bridge.-The arches of which are used; the semicircular or segmental, elliptical, parabolic, pointed, and three or more circular arches are used, but the most common in this country is the segmental. See Arcs. The following diagram (Fig. 546) illustrates by reference to Fig. 544. Each individual arch-stone is termed a "module;" the one occupying the highest point of the arch is called the "keystone." The exterior and interior lines of the arch are termed respectively "exterior" and "interior," if she BRIDGES. 261 Highest portion of the arch is called the "crown of the arch," at B to b and e to e. The surface upon which the first several rows is called the "skew-back," of which a b is a line. The horizontal line at a is termed the "springing-line" of the arch. The straights upon an arch arise from the gravity of the weight of the material composing it, and from the pressure of the water, and from wind, etc., acting in several directions, and with diverse intensities. There have been the subject of much controversy respecting the cause of these straights, but they may be attributed to the action of the weights and forces acting in different directions, and with diverse intensities. These have been the subject of much controversy respecting the cause of these straights, but they may be attributed to the action of the weights and forces acting in different directions, and with diverse intensities. Considerable light may be thrown upon the straights and resulting forces in the arch by the following graphic solution. Let A be any point on the crown (fig. 34), then C will represent one-half an arch loaded. Through the depth of the crown from the top, draw a line parallel with AB, and let this line intersect AC at D. Then from D, perpendicular to AC, draw a line parallel with CD, meeting AC at E. Draw a line parallel with AE, meeting AC at F. Then from F, perpendicular to AC, draw a line parallel with FC, meeting AC at G. Then from G, perpendicular to AC, draw a line parallel with GC, meeting AC at H. Then from H, perpendicular to AC, draw a line parallel with HC, meeting AC at I. Then from I, perpendicular to AC, draw a line parallel with IC, meeting AC at J. Then from J, perpendicular to AC, draw a line parallel with JC, meeting AC at K. Then from K, perpendicular to AC, draw a line parallel with KC, meeting AC at L. Then from L, perpendicular to AC, draw a line parallel with LC, meeting AC at M. Then from M, perpendicular to AC, draw a line parallel with MC, meeting AC at N. Then from N, perpendicular to AC, draw a line parallel with NC, meeting AC at O. Then from O, perpendicular to AC, draw a line parallel with OC, meeting AC at P. Then from P, perpendicular to AC, draw a line parallel with PC, meeting AC at Q. Then from Q, perpendicular to AC, draw a line parallel with QC, meeting AC at R. Then from R, perpendicular to AC, draw a line parallel with CR, meeting AC at S. The force acting on each section of the arch is represented by its weight times its distance from the center of gravity of that portion of the arch between its crown and its joint; thus we have: \[ F = W \times d \] where \( F \) is the force acting on each section of the arch, \( W \) is the weight of that portion of the arch between its crown and its joint, and \( d \) is the distance of that portion of the arch between its crown and its joint. To obtain this line (fig. 35), divide each half arch into sections by vertical lines drawn through the joints of the voussoirs at their centers (fig. 36). In each section measure horizontally along each side from its center to its extreme end; then multiply each such product by its corresponding distance measured vertically downward from its center to its extreme end; then sum all such products together; then divide this sum by two-thirds of the total length of each half arch; then subtract this quotient from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length of each half arch; then subtract this difference from one-third of the total length NOT FOR SALE PRIVATE USE ONLY CONFIDENTIAL REPRODUCTION PROHIBITED DO NOT DISCLOSE FOR OFFICIAL USE ONLY CONFIDENTIAL DOCUMENT INTERNAL USE ONLY PERSONAL USE ONLY PRIVATE INFORMATION CONFIDENTIAL MATERIAL INTERNAL USE ONLY PERSONAL USE ONLY CONFIDENTIAL DOCUMENT INTERNAL USE ONLY PERSONAL USE ONLY CONFIDENTIAL MATERIAL INTERNAL USE ONLY PERSONAL USE ONLY CONFIDENTIAL DOCUMENT INTERNAL USE ONLY PERSONAL USE ONLY CONFIDENTIAL MATERIAL INTERNAL USE ONLY PERSONAL USE ONLY CONFIDENTIAL DOCUMENT INTERNAL USE ONLY PERSONAL USE ONLY CONFIDENTIAL MATERIAL INTERNAL USE ONLYA diagram showing the relationship between the radius (r) of the arch, the height (h) of the abutment, and the thickness (t) of the abutment. The diagram shows that as the radius increases, the height and thickness of the abutment also increase. Forrester has given as a rule for the depth at the crown the formula $d = 0.75 r + 1$ foot, in which formula $d$ is the greatest radius of curvature of the intrados. This formula is applicable to arches of less than 10 feet span, but is not accurate enough for larger spans. In order to facilitate investigations on the stability of arches of the more usual forms, let Pétit calcu- lated a number of formulas which give the abstract for circular arches as the class occurring most frequently in practice. To find the amount of horizontal thrust necessary to keep an arch straight requires the use of the coefficient of horizontal thrust at the crown.
No. Formula Fig. 368. Fig. 369.
$A$ $B$ $C$ $D$
1 $\frac{1}{2} \times 0.181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0.0181 \times 0. BRIDGES. 263 Waterloo bridge, London, by Rennie, is considered a masterpiece. It was commenced in 1810; it is a level bridge, having 9 arches, each 120 feet span and 35 feet rise, and is 43 feet 4 inches wide between the parapets. Details of one of the Arches and Constraining of Waterloo Bridge. The bridge across the Seine, at Neuilly, built between the years 1768 and 1780, by Perronet, is a very interesting structure; it is also a level bridge, consisting of 5 elliptic arches, each of 125 feet span and 32 feet rise. A diagram showing the cross-section of a girder bridge. Transverse Section of Neuilly Bridge. Girder Bridges.—The simplest form of bridge consists of beams supported at their ends, spanning an open space, with a floor or roadway built upon them. The load such a structure will bear is simply that which each beam will multiply by the number used. The weight of a single man is about 150 pounds; therefore, if we have 100 beams, the load on each will be found by the following formula: $W = \frac{R \times L}{B \times D}$, in which $W$ is the weight, $L$ the breadth, $D$ the depth, and $B$ the length of the beam in inches. $R$ is a variable quantity, depending upon the material used, and represents the safe limit of pressure per square inch. For wood 1,200 lbs. is usu-ally taken as the safe limit; for iron or steel 150,000 lbs. is usually allowed. The relative weights of different materials are given below:
Material Weight per cubic foot
Wood 40 to 60 lbs.
Iron 75 to 125 lbs.
Steel 90 to 150 lbs.
Wooden beams or "girders" are generally rectangular. Beams of iron or steel are mostly built of the $x$ or $T$ form, and frequently with riveted flanges. The capability for sustaining loads de-pends upon the strength of the material used. The relative weights of different forms of girders under the same beam will sustain under the various conditions are given below: A diagram showing a girder bridge with one end fixed and the other end loaded.                                                                             
Beam supported at one end, loaded at the other end.
Beam supported at both ends, loaded at one end.
Beam supported at both ends, loaded at both ends.
Beam uniformly distributed.
Beam firmly fixed at both ends.
Beam firmly fixed at one end, loaded at the other end.
The tubular bridge is properly classed as a girder bridge, and is the crowning point in the use of the girder. Each span, in effect, is simply an immense girder. The Canadian Pacific Railway has constructed a bridge over the St. Lawrence River, and has one span of 400 feet, consisting of two tubes placed side by side. A peculiar feature of its construction was the fact that each tube was built entire, then sliced to and raised into position by hydraulic power. The Britannia Bridge, 264 BRIDGES. Fig. 553, across Menai Straits, is of similar character. It was also built by Stephenson, has two spans of 280 feet each, two of 450 feet each, and is 100 feet above the water. The Victoria Bridge, by the same engineer, is a double-decker bridge, the lower deck being a single span of 1,000 feet, the upper one a double span of 540 feet each, and is the largest in existence. The Victoria Bridge is a truss bridge, with a central pier, and is supported at short intervals on piles driven in the bed of the river. The piers are connected by rows of timber stringers, or beams, supported at short intervals on pile driven in the bed of the river. These stringers are connected to the piers by means of iron straps, which are fixed to the stringers upon which the floor or roadway is laid. True bridges.--Simple beams or girders are only suitable for short spans, and are not considered to be useful for any bridge over 100 feet in length. For greater spans framed structures are necessary. The simplest form of such structure is called "truss bridges." The general principles of the "true" must be shown briefly as follows: The problem is to transmit a transverse vertical loading acting at transported points to the points of support, or piers. We will first consider the case where the loads are equal and placed as equal distances from the piers. Let us take Fig. 554, in which $A$ represents the line $AB$ representing the load. Then, by the resolution of forces $A$ and $B$, we have the horizontal forces $A_{H}$ and $B_{H}$ at $A$ and $B$, and the vertical forces $A_{V}$ and $B_{V}$ at $A$ and $B$. These forces are equal to the weight of the load. Now let us consider what happens when this load is not placed centrally between the supports but is placed towards one end. This produces a tendency to bend the beam towards that end. This form of bridge-building is applicable to spans of from 18 to 30 feet. For example, let us suppose that in Fig. 555, member $AB$, as introduced, the tie acts as a simple beam supporting three parts: $A_{D}$ and $D_{C}$ representing the weight of the bridge itself; and $C_{E}$ representing the weight of the water. Now let us imagine that these three parts are divided into the equal vertical forces $BA$ and $CE$ acting at the piers, thus producing horizontal strains at $A$ and $D$, and tension upon the tie $BC$. If the true be lengthened as in Fig. 556, and loaded at the additional point $F$, then it would be transmitted as before to the piers through member $EF$, and then through member $DE$ to first the beams $AD$ and $DC$, as shown in Fig. 557. To verify this, the additional beam $LE$ and its supports $L_{E}$ and $E_{F}$ are now upon the supported points $E$ and $F$. Through these points members $DF$ and $DE$ are transmitted to $E_{D}$ and thence by the rods $AE$ and DF to member $AD$. Similarly members $DC$ and $CE$ to member $DC$. The tenses may be fur- ther lengthened, as in Fig. 558, but the action will always remain exactly as described above, being exactly the same as in the more simple cases. Thus we see that when a load is applied to the abutments, while the horizontal strains are transmitted through members connecting the upper and tension upon the lower chord. The same result may be obtained either by increasing the number of struts, or by the inversion of the truss, as shown in Fig. 559. In both cases it will be found that they should be in proportion as the struts are to be long, as follows: Let $\alpha$ represent the weight upon one piers, and $\beta$ the number of A diagram showing a truss bridge with multiple struts. A diagram showing a truss bridge with multiple struts inverted. BRIDGES. 265 panel, $p$ the length of a panel, $A$ the height, and $b = \frac{4}{3}p^2 + A^2$, the length of a brace. The two braces should each be sufficient to transmit the weight upon one panel, the strain being $\frac{2A}{b}$. The end braces should each be sufficient to bear one-half the whole weight, their strain being $\frac{2A}{b}$. The intermediate braces should be so due proportion from the centre to the ends. The vertical rods should each be at its adjacent brace between the centre to the ends. The vertical rods upon the upper and lower chords are equal, the former being a strain of compression and the latter of tension. At the ends this equals the strain upon the end brace multiplied by the factor $\frac{b}{2A}$. At the centre the strain is $\frac{b}{2A}$. These formulae are applicable only to a truss uniformly loaded. If the load is unevenly distributed, as shown in Fig. 580, the horizontal strains $Hg$ and $Cf$ are equal and opposite as before, but the vertical strains $Bf$ and $Df$ are unequal, being equal to half the difference between the load on each side of the horizontal distance of the load from each pier. If the truss, Fig. 581, is not uniformly loaded, then $Hg$ and $Cf$ are not being neutralized by the equal and opposite force $A_c$, but are being neutralized by a force $A_d$ acting downward, which depressing the point $D$ and raising the points $A$ and $E$. It is clear that he introduced from $A$ to $D$, Fig. 581, it prevents the tendency of the truss to fall over towards its centre-balance. A similar brace from $A$ to $F$ prevents failure when the load is at $A$. As may be seen by Fig. 580, a truss loaded with a uniform weight acts upward. The consideration of this force is of great practical importance, and existence of a force in structures no means have been used as guard against the effect. The consequence is that, in a straight as well as in an arch bridge, there is a tendency for the frame to lean forward under any rise to rise at the outer side. The effect of this tendency is to increase the diagonals in the direction of the dotted lines, Fig. 583, and extend them in the direction of the braces; but as these are usually connected with the frame, are not capable of appreciable extension, and as they are also subject to the only resistance is that which is due to the weight of the structure itself. When therefore, as in bridges, the load is uniform this is sufficient, because the weight on one side is balanced by an equal weight on the other side, and there is no tendency for either part to lean forward. But when the bridge is subjected to the action of a heavy weight, as a locomotive engine or a loaded car rapidly passing over it, and acting with impulsive energy upon every part of it, or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or or 266 BRIDGES. interval between the end of the counter-frames and the joint against which it rests, and that into this interval a key or wedge of hard wood or iron is tightly introduced ; it is evident that, upon the re- moval of the weight, the truss, by virtue of its elasticity, would tend to regain its original position ; but this is prevented by the resistance offered by the frame, which, being composed of two pieces, increases the dotted diagonal from recovering their original length, and the truss is therefore forcibly held in the position in which it was originally placed. The same effect is produced by the action of the weight that was produced by the weight, and continuing the same strain upon the tie and braces. The slightest alteration in the position of any one of these members will produce an ad- ditional strain upon any of the timbers, but actually leaves some of them without any strain at all. To render the truth of this assertion more clear, we will confine ourselves to the consideration of a single rectangle formed by two parallel frames, A B C D E F G H I J K L M N O P Q R S T U V W X Y Z, in which the applied force has been to extend the diagonal AC by a length equal $A_1P$ and to compress the beam $B_1D_1$ by a length equal $B_1D_1$. The point $p$ will evidently be drawn away from $A$, leaving the inter- section $A_1P$ free. If now a wedge be inserted in $A_1P$, and forcedly driven, it evidently can have no action upon the frame so long as the weight continues ; but, upon the removal of the weight, it becomes forcibly compressed by the resistance offered by the frame. In like manner, if a diagonal such as $AC$ sufficient to counteract the elasticity of the truss ; and as no change in its position takes place, it must remain in its former position. This effort is resisted by the resistance offered by the frame. The same thing happens with respect to any other member of the truss. It is evident that, when a force is applied to any one of these members, it cannot recover its original length, and therefore continues as much compressed as it was by the action of the weight. The effect of a weight equal to that first applied will be to relieve the counter-braces $C_1$, without adding in the slightest degree to the strain upon $B_1D_1$. As regards the tie-strings, it is evident that they are only partial and tend to connect each other. The maximum strain in these strings is estimated at the force which would be required to pull them apart. Now, since this force is proportional to their length and inversely proportional on the weight and dimensions of the truss. In fact, if we examine the parallelogram $ABCD$, we find that this effect of wedging the diagonals is due to prevent strains acting in opposite directions at $A$ and $D$. But if we consider any other pair of diagonals, such as $AC$ and $BD$, we see that they cannot therefore be continued to the next, and of course can have no influence upon the maximum forces at the centre. As the vibration of a bridge is caused principally by the effort to restore its original figure after the commencement of its movement, it follows that, if this effect is reduced, the vibration must be greatly diminished, or almost entirely destroyed. This means for the surmounting stiffness which is found to result from a well-arranged system of counter-braces. In proportioning the parts of a truss liable to a moving or unequal load, the case of greatest pos- sible strain occurs when all parts are equally loaded over their whole length at each middle placed at the centre. Let $W$ represent a unit load on a truss and its uniform load, $w$ the greatest load ever applied at a single point, p. The length and h. The height of a panel, and b. The length of a brace. The beams at the centre should be sufficient to bear the greatest strain ever to come upon a single point, and should be placed at right angles to it. The strain upon the ends brace each equal $\frac{W}{2} + w \cdot \frac{b}{2}$ The intermediate braces are proportioned as before in accordance with their position. The tension on the rods is equal such as that of adjacent brace toward the centre multiplied by the factor $\frac{h}{2}$ . The strains upon both upper and lower chords are equal, being greatest at the centre, where they each equal $\frac{W}{2} + w \cdot \frac{b}{2}$ . At ends they each equal $\frac{W}{2} + w \cdot \frac{b}{2}$ . If, however, the number of panels should be even, then the strain upon either chord will be in excess of that upon the upper throughout its whole length by quantity $\frac{W}{2A}$ . The strains upon the counter-braces are small as compared with other parts, being present at the centre, where it is advisable to make them equal to half those on either side. The maximum strain on any part may be considered as di- vided by its maximum moving load applied at various points. By this means a perfect rigidity is secured; so that no tendency exists for any part to move outwards. Indication of Forces.—1. The beams must not be so long as to yield by lateral flexure. 2. The tie-strings must not be so short as to yield by lateral flexure. They may be limited by the condition that no injurious shearing shall be produced by passage of a load. On either side, as far as ties approach each other, angle of brace increase ; and when all intervals be- come equal they become straight lines parallel with each other. 3. The maximum strain on any part of structure. The limit line of the intervals can be easily determined when size of chords and max- imum load are known; for it should evidently be such that when load is at middle, flexure should not exceed a given amount. BRIDGES. 267 A diagram showing two trusses with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Mr. A diagram showing two trusses with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Sec. The floor-beams, or roadway supports, should be sufficient to bear the greatest load ever applied at a single point. Lateral Bracing.--To prevent the lateral swaying of the bridge, principally caused by high winds, etc. and to preserve the trusses in their proper relative positions under all circumstances, a light system of lateral bracing is introduced both at the top and bottom. A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Queer Post Truss A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. King Post Truss A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Whipple A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Howe A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Finn A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Bollman A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Post A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Bollman Inverted A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. McCallum A diagram showing a truss with diagonal braces. The top truss has a diagonal brace from point A to point B, while the bottom truss has a diagonal brace from point C to point D. Parabolic Arches A diagram showing a lattice structure. The structure consists of horizontal and vertical bars forming a grid pattern. Towne's Lattice 368 BRIDGES. Clerber.--Because of the elasticity of the materials used in bridge-construction, it is the custom in practice to construct with a "number," or slight rise at the centre. This is in proportion to the span, and is called the "rise." The greater the span, the greater the rise. To illustrate more plainly the strains to which the several members of a bridge-truss are subjected, a system of drawing was devised by Mr. D. W. Wood, which has been adopted by many engineers, as we know, by Mr. Dudley Blanchard in the construction of bridges about 1858. It consists in representing the measure of any force by a line at right angles with the direction of that force, and hence A diagram showing a truss structure with lines indicating forces applied to different parts. represents by comparative breadthths the relative strength required in any bridge member. In Figs. 560, 561, let a weight be applied at the point $b$. Let its quantity be represented by the line $a e$; then considering this weight as acting on all four members of the truss, the strains upon each member will be as on the sides $a b$ and $c b$. Fig. 567 is an illustration of this method applied to a truss. The lines $a b$, $b c$, etc., on the various members of the true $A B C D$ are indicated by the breadth of such members. Fig. 568 shows how much stronger is a bridge-truss than a beam. Comparative means are discussed in Merrill's "Iron Truss Bridges for Railroads," to which, with Wood's "Con- A diagram showing a truss structure with lines indicating forces applied to different parts. struction of Bridges and Roofs," Shearer's "Construction of Bridges and Roofs," Bulle's "Iron Highway Bridges," and Haupts' "Theory of Bridge-Construction," the reader is referred for a more complete explanation of this subject. The arched or bowstring truss, though of the arched form, is substantially a truss, and the proper-ties of its parts are calculated in the same manner. Particular care must be had in the counter-bending. A great advance has been made in the construction of truss bridges within the past twenty years, principally through improvements in design and material. The following example is one recently built now. One of the most remarkable structures of this kind in the United States is the bridge (Fig. 569) over the Ohio River at Pittsburgh, Pennsylvania, which spans 150 feet, resting upon granite piers. It is constructed on Howe's plan, and combines great lightness and strength. A good example of a bridge on Fink's system is found in the railroad bridge (Fig. 570) over the Ohio River at Cincinnati, Ohio. Its length is 2,518 feet, divided into 25 spans, supported by 84 stone piers, 100 feet apart; 864 feet above low water, and within about 100 feet of the river bank. **Framed-Arch Bridges** are those in which the entire weight is carried by an arch; the load, before acting upon its base, being transmitted to it by thrusts parallel to its axis, and in opposite directions from its ends. The direction of its pressure may be shown by the illustration of a truss, Fig. 571. The truss should be so constructed as best to resist the tendency to rise when the arch is unusually loaded, and need be only sufficiently strong to --- THE ST. LOUIS BRIDGE OVER THE MISSISSIPPI RIVER BRIDGES. 269 bear the moving load, and to firmly counter-brace the arch, the weight of the entire bridge itself being borne by the arch alone. For wooden bridges of long span this is a difficult task, and several remarkable structures of this type have been built. Fifty, 572 and 573 feet are the longest two most notable examples. The first was a trussed arch, the centre one being of 185 feet, and each side one of 150 feet each. The second has a single arch of 200 feet, and a 30 foot tie--the largest wooden arch ever built. The recent completion of the St. Louis bridge, by Captain James B. Ewing, is an example of a large bridge construction of this type. It consists of three main piers, each of which has a span of 920 feet, and the other two of 815 feet, and each with a single arch of 185 feet. There are two main piers and two abutments, under water. The arches are formed by means of steel tubes 16 inches in diameter, composed of eleven 18 feet sections, connected by triangular plates, or couplings. These top and bottom plates are connected by a triangular system of steel bars, forming a frame of great strength combined with extensibility. **Latte Bridges.--One of the most simply-constructed types of bridges is that known as the Latte Bridge. This may be built entirely of plank or planks laid crosswise upon each other, generally at right angles, and covered with a layer of tinevet or hard wood, and the channels are so constructed as to break joint. The advantages claimed for these are their liability to warp and the entire structure is easily repaired. The first objection is obviated by placing the planks at right angles to the length of the bridge, so erected together as to act as one. Its advantage lies in the ease with which it can be repaired. They may also be built of indefinite length, but they fail off to suit the span re- quired. The Latte Bridge is now extensively used in spans of about lengths as 160 feet; and in Europe from lat- tice proportion, have been built. Of The most common form in this country now taking the place of wood, these types of bridge requiring less ma- terials than those previously de- scribed. As the proportions of the various parts vary considerably according to the character of the land bridge is to be made, it is necessary to give a fully considered in designing each this kind for short spans. The can Society of Civil Engineers, for highway bridges : particular amount. The liability in practice is to underrate following table gives the proportion of load to span, as recom- mended by a committee of the Ameri- can Society of Civil Engineers, for highway bridges : A diagram showing a truss bridge with three main piers and two abutments under water. Description: Diagram showing a truss bridge with three main piers and two abutments under water. The bridge has a central arch measuring 185 feet and two side arches each measuring 150 feet. Each pier has a span of 920 feet. The bridge is supported by two main piers and two abutments under water. The arches are formed by steel tubes 16 inches in diameter, composed of eleven 18-foot sections, connected by triangular plates or couplings. These top and bottom plates are connected by a triangular system of steel bars forming a frame of great strength combined with extensibility.
BRIDGES.
PUNCH PER SQUARE FOOT.
SPAN. For Trestle and Viaduct Bridges, when there is frequent Load on the Road. Outside Country Bridge-Trestle or Viaduct Road.
60 feet and under. 100 lbs. 100 lbs.
60 to 100 feet. 80 lbs. 80 lbs.
100 to 200 feet. 50 lbs. 50 lbs.
200 to 300 feet. 35 lbs. 35 lbs.
300 to 400 feet. 25 lbs. 25 lbs.
400 to 600 feet. $0 $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $ $$ $0$
And for railways as follows: BRIDGES. 273 connection with it to prevent oscillations. Over this wheel the bight of the wire to be laid was put; then the drum of the car- rier-ropes turned, and the wheel, which had been fastened on its journey. The wire grad- ually dwindling from the pier, the wheel was turned over the pier and finally cast to rest upon the anchor-rope. There the bight of wire was slipped into the groove and put around a massive iron shoe (Fig. 579), and then the motion of the carrier-ropes was reversed, and the empty wheel returned. At this time another wheel, carrying another bight of wire for the next section, started across. And thus the work con- tinued, a filled wheel constantly going forward, while one re- turning—two strands of two dif- ferent wires being simul- taneously made. As each reel of wire was let down from another was coupled by means of the device shown in Fig. 577. The coupling is a hollow cylinder, with a hole through its centre, exactly at the same level as that in which the wires are placed in opposite directions, so that the wires can pass through without hindrance. Thus the wires of each strand are then bevelled down. After each wire was laid it was brought to the same curvature as the wire preceding it. To do this, after the carrier had passed, the wire was let down from another, and a tackle was attached. To ascertain the requisite amount of distance to be allowed between the end of the pier, it was stopped, and a tackle was attached. To ascertain the requisite number of turns of cable required to reach the anchor, a device called a "buggy" was attached to the cable and made to travel upon it. By means of this device, all the wires into a bundle, and re- sisted them with a pair of percal- lindrical irons, which were impos- sibly bound round the strand with wire in accordance with their inclines. When 19 strands of the cable were finished, they were laid by side, the wrappings about the strands were removed, and the entire length of each line guitar by extending wires, so as to form a loop. When one strand was bound, the yoke, seen supplementary to this device (Fig. 578), upon which the wire's rods, was lowered ; the divisions were removed, and, closing the A diagram showing a device for measuring distance.573A diagram showing a device for measuring distance.574274 BRIDGES. STK. A black and white illustration of a bridge under construction. Workers are visible on the bridge, with machinery and scaffolding around them. The top part of the image shows a view of the bridge from above, highlighting its structure and the workers on it. STK. A black and white illustration of a bridge under construction. The image shows a close-up view of the bridge's structure, with workers visible on the deck. The background includes a cityscape with buildings and bridges. The illustration is detailed, showing the intricate design of the bridge's supports and cables. BRIDGES. 275A diagram showing the mechanism of a bridge with cables. The main components include a saddle, pulleys, and a series of links connected by chains. The saddle is raised and lowered to adjust the tension on the cables. STR. The mechanism was hinged in their former places. The span was not seen at the top of the structure, but when the saddle was rotated; and as it re- volved on the screw to which the yoke was attached, it raised both yoke and strand until the upper part of the pulleys on the saddle. The yoke was then re- moved, and the strand low- ered away into its bed in the saddle, and the pul- leys. The divices on the saddle were then removed, the yoke raised out of the way, and the other strand placed, and another strand was laid similar to the previous one. The saddles, which are found in all such bridges, resting on the top of each pier, and are so arranged as to en- tirely embrace one of the cables. The pulleys over which this cable passes are placed for convenience in laying the cables, and are afterwards removed entirely when the cable was concealed in its bed in the saddle. To allow for the difference in unequal con- struction of the spans, one of the cables from anchorage to anchorage is raised from the piers, the saddle rests upon a second chain, which al- low of a change of its place. The force of construction is equalized by a weight to bear upon it. Fig. 380 represents the bridge being in process of construction. The loca- tion of the cradles above re- ferred to. K. 380 and 381 show a repre- sentation of an en- tire section of an en- tire bridge, giving a successive view of one of the massive spans of the East River Bridge. In each en- tire section there are two of these anchors, each being a mass of cast-iron weighing 33 tons, and having 16 radial arms. Each plate is embedded in concrete beneath, so as to form a species of socket. When the first set of bars for the chains is placed. Each chain consists of 10 sets of links, and each link contains 10 corresponding links of each pair of chains contain one link. The diagram (Fig. 381) will show that the tendency of the cables is to spread out equally between these anchors, each being a Works for Reference.—Les Constructeurs des Ponts du Moyen Age (découvertes de remoncka- blement), par M. J.-B. Léonard de la Porte; Paris, 1794; Quinquer-Bosio, Paris, no date; "Génie," Perro- mass of cast-iron weighing 33 tons, and having 16 radial arms. S1. The strain on each cable is estimated at 1,503 A diagram showing a bridge with cables and anchors. The bridge is supported by piers and has a series of links connected by chains. The anchors are located at intervals along the bridge. Strand were hinged in their former places. The span was not seen at the top of the structure, but when the saddle was rotated; and as it revolved on the screw to which the yoke was attached, it raised both yoke and strand until the upper part of the pulleys on the saddle. The yoke was then removed, and the strand lowered away into its bed in the saddle, and the pulleys. The divices on the saddle were then removed, the yoke raised out of the way, and the other strand placed, and another strand was laid similar to the previous one. The saddles, which are found in all such bridges, rest on the top of each pier, and are so arranged as to entirely embrace one of the cables. The pulleys over which this cable passes are placed for convenience in laying the cables, and are afterwards removed entirely when the cable was concealed in its bed in the saddle. To allow for the difference in unequal construction of the spans, one of the cables from anchorage to anchorage is raised from the piers, the saddle rests upon a second chain, which allows for a change of its place. The force of construction is equalized by a weight to bear upon it. Fig. 380 represents the bridge being in process of construction. The location of the cradles above referred to. K. 380 and 381 show a representation of an entire section of an entire bridge, giving a successive view of one of the massive spans of the East River Bridge. In each entire section there are two of these anchors, each being a mass of cast-iron weighing 33 tons, and having 16 radial arms. When the first set of bars for the chains is placed. Each chain consists of 10 sets of links, and each link contains 10 corresponding links of each pair of chains containing one link. The diagram (Fig. 381) will show that the tendency of the cables is to spread out equally between these anchors, each being a Works for Reference.—Les Constructeurs des Ponts du Moyen Age (découvertes de remoncka-blement), par M. J.-B. Léonard de la Porte; Paris, 1794; Quinquer-Bosio, Paris, no date; "Génie," Perro-- 276 BROACH not, 1788; *A Treatise on Bridge Architecture*, Pope, 1811; *Twist des Ponts*, Gauthey, Lidge, 1814; *On Yachts and Bridges*, Ware, 1823; *Les Ponts Suspendus*, Naviot, Paris, 1830; *Theory, Practice, and Construction of Suspension Bridges*, H. W. Paine, London, 1835; *The Art of Bridge Building*, 1836; *Bridge Construction*, 1840; *The Art of Bridge Building*, 1842; *The Art of Bridge Construction*, 1845; *Bridge Construction*, 1847; *Bridge Construction*, 1849; *Bridge Construction*, 1850; *Bridge Construction*, 1852; *Bridge Construction*, 1853; *Bridge Construction*, 1854; *Bridge Construction*, 1855; *Bridge Construction*, 1856; *Bridge Construction*, 1857; *Bridge Construction*, 1859; *Bridge Construction*, 1860; *Bridge Construction*, 1862; *Bridge Construction*, 1863; *Bridge Construction*, 1864; *Bridge Construction*, 1865; *Bridge Construction*, 1866; *Bridge Construction*, 1867; *Bridge Construction*, 1869; *Bridge Construction*, 1870; *Bridge Construction*, 1872; *Bridge Construction*, 1873; *Bridge Construction*, 1874; *Bridge Construction*, 1875; *Bridge Construction*, 1876; *Bridge Construction*, 1877; *Bridge Construction*, 1879; *Bridge Construction*, 1880; *Bridge Construction*, 1882; *Bridge Construction*, 1883; *Bridge Construction*, 1884; *Bridge Construction*, 1885; *Bridge Construction*, 1886; *Bridge Construction*, 1890; *The Art of Bridge Building* (revised), H. W. Paine, London, 1903. *Les Ponts et Viaducs en France*. Maloine and Prunier, Paris, 1837. "Des Ponts et Viaducs en Ma- gramme". Boulanger, Paris, 1902. "The Great Victoria Bridge", Canada. London, 1909. "Sammlung sterner Brücken-Constructionen". Von Klink, Stuttgart, 1863. "On Iron Bridge Constructions". Humbery, 1864. "Military Bridges", Hancox, New York, 1902. "The Art of Bridge Building", London, 1904. "The Art of Bridge Building", London, 1905. "The Art of Bridge Building", London, 1906. "The Art of Bridge Building", London, 1907. "The Art of Bridge Building", London, 1909. "The Art of Bridge Building", London, 1920. "The Art of Bridge Building", London, 1922. "The Art of Bridge Building", London, 1923. "The Art of Bridge Building", London, 1924. "The Art of Bridge Building", London, 1925. "The Art of Bridge Building", London, 1926. "The Art of Bridge Building", London, 1927. "The Art of Bridge Building", London, 1929. "The Art of Bridge Building", London, 1930. "The Art of Bridge Building", London, 1932. "The Art of Bridge Building", London, 1933. "The Art of Bridge Building", London, 1934. "The Art of Bridge Building", London, 1935. "The Art of Bridge Building", London, 1936. "The Art of Bridge Building", London, 1937. "The Art of Bridge Building", London, 1939. "The Art of Bridge Building", London, 1940. "The Art of Bridge Building", London, 1942. "The Art of Bridge Building", London, 1943. "The Art of Bridge Building", London, 1944. "The Art of Bridge Building", London, 1945. "The Art of Bridge Building", London, 1946. "The Art of Bridge Building", London, 1947. "The Art of Bridge Building", London, 1949. *On Yachts and Bridges*. Ware, London, 1823. *Les Ponts Suspendus*. Naviot, Paris, France. *Theory and Practice in the Design and Construction of Suspension Bridges*. H.W.Paine, *Bridge construction*. Paine. *On Bracing*. Bow, London, England. *Suspension bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. *On Suspension Bridges*. Bow. 505506 into its recesses. The head of each branch is formed by rec- tangular pieces which are cut to fit into a rectangular recess pro- vided in the end of the span or the arm of the pier where the mortises are of large dimen- sions. The machine is made first to operate on the sides only. One or more branches are frequently forced through to cut out the ends and centers of the mortises. BOOMS are usually made from boughs or from a species of downy or smooth. Fig. $5\text{b}$ is a machine for pressing a bunch of broom-corn into shape for a broom and is set in its flattened form. The broom is placed between jaws $a$ and $c$, closed by A diagram showing the mechanism for pressing broom-corn into shape. BRUSH-MAKING. 277 as concords e operated by lever b. The machine being put in motion by the rotation of the sun-wheel J, the cam-grooves of the latter, actuating the lever f, forces forward the needle-bar 4, thus driving the needle with its thread through the broom, above the twine wound around the latter. The shuttle is operated by the lever g, which is connected with the cam-wheel H, and also with the spring I, which, when the shuttle is at rest, holds it in position. With this needle, forms the stitch. This being done, the reverse movement of the needle-bar withdraws the needle; and, on account of the spring I, the shuttle is drawn back to its original position. After the binding twine, the jaws being meanwhile moved along the guides x y by means of a pawl, operated by a worm screw d, which is turned by hand-wheel k. The jaws are then raised by means of a spring at the side edge of the outermost of the jaws o o'. The next outward movement of the needle, the jaws being of course again lowered, carries the stitch above the binding twine. In this manner the stitches (four in number) are formed in succession. The machine is worked according to the intermittent feed given, as just described, to the jaws o o upon their supporting plate p. BRUSH-MAKING. Briarles, as they come off the hog's back, are covered with dirt and a sort of gumy substance, that makes them very unpleasant to handle. To rid them of these, and also of A diagram showing a brush-making machine.284 offensive odors, they are first thoroughly washed, and, after becoming dry, are sorted. Each color is placed by itself; and these grades are known to the operative as black, gray, yellow, white, and lilac; the last are a kind almost transparently white, and of exceedingly fine texture. The sorting process 278 BRUSH-MAKING. also includes the distribution of the bristles in such a way that the collection shall be of equal length. Besides, the root-ends of the bristles must be kept together. The next process is to comb them. By this means they are made to lie flat and receive a beautiful polish. After being again washed, they are ready for the use of the brush-maker. Brushes are divided into two general classes, known as single brushes and compound brushes. The former are made from one kind of hair only, while the latter are composed of two kinds. In the second degree, because of its collection of bristle bundles. Brushes are made from various materials, such as the scalp, badger, and squirrel. Of such are the small paint-brushes used for water-colors. Other kinds of brushes are made of the roots and fibres of various plants, such as the goat hair, old rope, coconuts fibre, loom-orn, the fibre of whatevors, and even of spun glass. Small paint-brushes are manufactured as follows : The hairs are first cleaned in alum-water, and subsequently dried in a warm oven. Then they are placed in a large pot of water, and sufficient of the prepared hair to fill a small groove which holds them tight; while thus placed the root-ends are wound with a piece of string or thread. When this is done, the brush is then placed on a board with a blunt or serrated edge when the brush is wet. This part of the business is generally performed by women, who have been trained in this work. The brush is then allowed to dry in a room that has been made from quilts, which are soaked in hot water to expand them sufficiently. When the brush is ready the hairs are inserted, point first, in the large end of the quill. Then, by a convenient pressure so that the quill may be held firmly against the body, the brush is drawn up until it reaches the top of the quill. This completes the process, and when the quill gets cold it contracts to its original dimensions, and thus secures a firm hold upon the hair. The quills are usually made from white wood, and are obtained from geese, turkeys, ducks, pigeons, and even smaller birds, such as quails, larks, etc. The size of these quills varies according to their purpose. For instance, those intended for painting are made from goose feathers; while those intended for shaving require larger ones than those intended for painting. When the quantity of hair or bristles is large than can be used to advantage with quills, the brush is made from sinew or gutta-percha. Sinew is obtained from certain animals whose skin is too large; it is placed in oil and allowed to dry; after which it is cut into pieces about an inch long. Bundles of these sinews are then secured with strong cord, which has been dipped in glue. A scrubbing brush is a common brush used for cleaning floors and furniture. It consists of a handle made from wood or metal; it is inserted after first having been dipped at one end into melted pitch. When properly secured, they remain hard enough to clean without breaking; but if they become damp they will break easily and sell at a more trifling price. Of the former are elaborately carved lathe-brushes, hair-brushes, velvet-brushes, dusters for cleaning furniture; and other articles made from wood or metal. Of these last mentioned are also brushes, scrubbing-brushes, shaving-brushes, and other varieties, by far too numerous to mention. Hair-brushes are of the most complicated manufacture. Holes large enough to admit the bunches of bristles are bored through a block of wood; then holes smaller than those through which the bunches pass are bored clear through. A tuft of bristles is doubled over a piece of fine wire. After being thus proper-ly secured, it is inserted into another hole bored through a block of wood; then another hole is bored as possible in the big hole. The wire is then carried on to the next hole, until all the surface is covered over with tufts of bristles; after which they are cut off evenly; and a fancy band is glued on to hide the wire; and give the brush a more finished appearance. Tooth and nail brushes are made in a similar way, but the holes where the wire is inserted are much smaller than those on the side, and cored with oil so that they will not wear out very fast. Some brushes have wooden handles formed with wood; some have ornamental coverings ; Mr. Woodbury's special Brushing machine is shown in figs. 564 & 565 ; which will destroy ordinary brushes. Brushes are sometimes lacquered with a hard varnish or composition which is made in different colors; and some parts of one part; such as cover and the back. In figs. 564 & 565 & 567 is represented Woodbury's machine for inserting bristles in brush- heads. The first operation is filling of the cones with bristles. The cone is inserted in guide- ways; and as soon as it has been filled with bristles it is removed from one space and inserted from one of the spaces; moves the comb along distance of one tooth and one space to bring another filled space into position. Whenever one cone is emptied another is made to follow it in BUCKET. 279 the same guideway, the empty one being taken out at the opposite end of the guideway from that in which it was inserted. As the comb is actuated in the manner described, each space is brought successively to correspond with and form a part of a twisted wire or channel B, Fig. 864. An ingrain or constant toothed wheel C, Fig. 865, is placed on the axis of the machine, and is connected with a related channel, holding them all the time at the middle, and bringing them at last into a horizontal position as shown in Fig. 866. At this time the plate of the machine is raised, and the slot is filled, the ends of the bifurcated wires being thus shortened by about half their length, and a concave vertically a device consisting of a body G, which tapers off in front to a point J, and is slotted obliquely downwards from its base to a point K, so that when the machine is in its lowest pos- tion at P. The lower portion of this piece is a hollow cylinder, the end of which, descending, con- sists first of a flat surface L, then of a concave surface M, and finally of a flat surface N. When assembled, one bunch being put in at every descent of this part of the machine, which, from its resemblance to a hook, is called a hooking machine, it will be seen that each bunch of wire which passes over the proper quantity of bristles for a bunch, and those being obliged to move along the inclined plane E of the slot in the hook, arrive at the bottom of the vertical portion F. Here they are acted upon by the upper teeth of the comb D, which are set at an angle with respect to the right angle when viewed endwise. One of these teeth receives the bunch of bristles as shown in Fig. 868. The other teeth receive them as shown in Fig. 869. The teeth are made of steel, and are fixed together and secured in the block. The plunger is caused by ingenious mechanisms to de- scend until it touches the upper teeth of the comb D, and then to rise again until it strikes the binding wire I from a reel, straightens it, and passes the proper length through the slot A. The wire is then cut. The plunger descends, recorting a rotary motion on its vertical axis, while some wire slips between its teeth and is drawn up into a coil on another reel. The lower cylinder is fitted with two sets of teeth similar to those on the upper cylinder. The lower end of the wire acts as a tap setting a female screw in the block, and the upper end serves as a pawl for engaging with another female screw in another block. This machine is used for various purposes. The machine consists entirely of metal parts except for brushes or bristles for brushing wood, leather, rubber, linen, ivory, and even glass. Its capacity is about 600 bunches of 60 knots each per hour. It can be used for making any kind of wire or cable whatever. In making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- ins or for making wire for electric fil- BUCKET. See MINE APPLIANCES. BUDDLE. See CONSTRUCTION MACHINE. BUDGET OR RATING OF WOOD The term seems to be corrupted from Boile, the name of the original inventor, and now refers to any materials of colored cottons inclued with the saw. The word has been applied to many things such as flowers, trees, plants, animals, landscapes, and other objects in their proper shade by analogy. It also includes geometrical pat- terns composed of lines and curves which have been used as ornaments and are chiefly used in ornamenting cabinet work. In both work the patterns generally consist of continuous lines, as in the honeysuckle ornament. Two pieces of veneer of equal size, such as ebony and holly, are separated by a thin strip of paper which is folded back upon itself so that one edge of each piece of paper is also folded outside one of the veneers and on this side the pattern is drawn. A small hole is made in each piece of paper where it meets with another piece so that when they are laid together all edges meet without any space between them. The views used in building work are peculiar constructions and differ from scene. The frame consists of three pieces of wood: two pieces of wood halved and glued together constitute the three sides of a rectangle; two pieces are then glued upon each side, each at an angle of 45° across its corners; the whole work is then covered with canvas cloth; after which it is painted with colors; but before the blade are commonly added; but seldom used; as the frame is only springing together at the moment of cutting; but when it is cut away it leaves behind it a smooth surface ready to receive another at the bottom. In the piecing saws metal from the blades to the frames is usually eight inches, and in the ordinary balance wood from twelve to twenty inches; so avoid the angles large work. The back-cutter side a horse's or long narrow saw; he work held in left hand; it placed on a piece of wood; he blade is set at an angle with respect to this wood; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left hand; he blade being held at an angle with respect to his left hand; he saw which has been previously inserted into the hole in the veneers and fixed in its frame is grasped in his right hand; he cuts off from his left手; 280 BULLET-MAKING. the ebony are rubbed in to fill up the interstices; a little thick glue is then applied, and rubbed in, first with the finger, and then with the pass of the hammer, after which the work is laid aside to dry. When the glue has set, the whole is covered with a coat of varnish, which is afterwards to be ornamented, as in ordinary veneering; it is afterward scraped and polished. An ebony honeycomb may be made by cutting out a number of small pieces of wood, and fastening them together with a few nails or other thin metal, so as to form a honeycomb or framework of any size, which the pattern is the same, but the color reversed. Three thicknesses of wood are used, one being about 3 inches thick, another about 1 inch thick, and a third, which when cut off, will separate into two boards, about 1 inch thick each. The ground of this board would be of either kind, with the honeycomb and centre of the two other boards respectively placed on top of it. The three boards are then fastened together with thin nails or screws. Shells-worked of brass and wood are also sometimes made by stamping instead of sawing. BUOY. A floating bason serving to indicate a navigable channel, or to mark the position of anchors that have been cast off; it is usually made of wood, and is called a life-buoyer; and it has been proposed to employ them as foundations for breakwaters and piers. The essential requirements which a well-constructed buoy should fulfil are: 1. That it should be sufficiently buoyant; 2. That it should be strong enough to resist the violence of waves made and caused that the most violent storms may not cause it to break adrift. Of the several forms which buoys may assume, I shall describe only those which are most common. The "egg-buoy," "crescent bottom," "flat bottom," "hollow bottom," "spherical," and "conical." The "egg-buoy" is formed by making a hollow sphere, or egg-shaped body, having its axis at right angles to its diameter. This shape is sometimes modified to that of two cones similarly pointed; or one cone is suppressed in favor of an "egg-buoy." In this case the one which forms the superstructure is made of sheet-iron and has a flat bottom; it is supported by a frame of iron rods, which are bent round it and it has the further advantage of simplicity; but in a sideways or under the influence of the wind it carries out much more easily than does a spherical body. The "crescent-bottom" buoy gains rigidity, being formed of a cone resting on a shallow cylinder have been used; but then owing to their light weight they are liable to be carried away by the current or by waves breaking against buoys in rivers. Small sea buoys are commonly used to mark the location of a vessel's anchor when down. The "can" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "flat-bottom" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "can" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "flat-bottom" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "spherical" buoy is formed by making a hollow sphere, or egg-shaped body, having its axis at right angles to its diameter. This shape is sometimes modified to that of two cones similarly pointed; or one cone is suppressed in favor of an "egg-buoy." In this case the one which forms the superstructure is made of sheet-iron and has a flat bottom; it is supported by a frame of iron rods, which are bent round it and it has the further advantage of simplicity; but in a sideways or under the influence of the wind it carries out much more easily than does a spherical body. The "crescent-bottom" buoy gains rigidity, being formed of a cone resting on a shallow cylinder have been used; but then owing to their light weight they are liable to be carried away by the current or by waves breaking against buoys in rivers. Small sea buoys are commonly used to mark the location of a vessel's anchor when down. The "can" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "flat-bottom" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "spherical" buoy is formed by making a hollow sphere, or egg-shaped body, having its axis at right angles to its diameter. This shape is sometimes modified to that of two cones similarly pointed; or one cone is suppressed in favor of an "egg-buoy." In this case the one which forms the superstructure is made of sheet-iron and has a flat bottom; it is supported by a frame of iron rods, which are bent round it and it has the further advantage of simplicity; but in a sideways or under the influence of the wind it carries out much more easily than does a spherical body. The "crescent-bottom" buoy gains rigidity, being formed of a cone resting on a shallow cylinder have been used; but then owing to their light weight they are liable to be carried away by the current or by waves breaking against buoys in rivers. Small sea buoys are commonly used to mark the location of a vessel's anchor when down. The "can" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "flat-bottom" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "spherical" buoy is formed by making a hollow sphere, or egg-shaped body, having its axis at right angles to its diameter. This shape is sometimes modified to that of two cones similarly pointed; or one cone is suppressed in favor of an "egg-buoy." In this case the one which forms the superstructure is made of sheet-iron and has a flat bottom; it is supported by a frame of iron rods, which are bent round it and it has the further advantage of simplicity; but in a sideways or under the influence of the wind it carries out much more easily than does a spherical body. The "crescent-bottom" buoy gains rigidity, being formed of a cone resting on a shallow cylinder have been used; but then owing to their light weight they are liable to be carried away by the current or by waves breaking against buoys in rivers. Small sea buoys are commonly used to mark the location of a vessel's anchor when down. The "can" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "flat-bottom" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "spherical" buoy is formed by making a hollow sphere, or egg-shaped body, having its axis at right angles to its diameter. This shape is sometimes modified to that of two cones similarly pointed; or one cone is suppressed in favor of an "egg-buoy." In this case the one which forms the superstructure is made of sheet-iron and has a flat bottom; it is supported by a frame of iron rods, which are bent round it and it has the further advantage of simplicity; but in a sideways or under the influence of the wind it carries out much more easily than does a spherical body. The "crescent-bottom" buoy gains rigidity, being formed of a cone resting on a shallow cylinder have been used; but then owing to their light weight they are liable to be carried away by the current or by waves breaking against buoys in rivers. Small sea buoys are commonly used to mark the location of a vessel's anchor when down. The "can" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "flat-bottom" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "spherical" buoy is formed by making a hollow sphere, or egg-shaped body, having its axis at right angles to its diameter. This shape is sometimes modified to that of two cones similarly pointed; or one cone is suppressed in favor of an "egg-buoy." In this case the one which forms the superstructure is made of sheet-iron and has a flat bottom; it is supported by a frame of iron rods, which are bent round it and it has the further advantage of simplicity; but in a sideways or under the influence of the wind it carries out much more easily than does a spherical body. The "crescent-bottom" buoy gains rigidity, being formed of a cone resting on a shallow cylinder have been used; but then owing to their light weight they are liable to be carried away by the current or by waves breaking against buoys in rivers. Small sea buoys are commonly used to mark the location of a vessel's anchor when down. The "can" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "flat-bottom" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "spherical" buoy is formed by making a hollow sphere, or egg-shaped body, having its axis at right angles to its diameter. This shape is sometimes modified to that of two cones similarly pointed; or one cone is suppressed in favor of an "egg-buoy." In this case the one which forms the superstructure is made of sheet-iron and has a flat bottom; it is supported by a frame of iron rods, which are bent round it and it has the further advantage of simplicity; but in a sideways or under the influence of the wind it carries out much more easily than does a spherical body. The "crescent-bottom" buoy gains rigidity, being formed of a cone resting on a shallow cylinder have been used; but then owing to their light weight they are liable to be carried away by the current or by waves breaking against buoys in rivers. Small sea buoys are commonly used to mark the location of a vessel's anchor when down. The "can" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "flat-bottom" buoy is circular, frustum-cornical or conical in shape, and floats upon its side when motionless; it is used for marking anchorages in rivers. The "spherical" buoy is formed by making a hollow sphere, or egg-shaped body, having its axis at right angles to its diameter. This shape is sometimes modified to that of two cones similarly pointed; or one cone is suppressed in favor of an "egg-buoy." In this case the one which forms the superstructure BUOY. 281 Buys and whistles are often arranged in connection with buoys, so that the navigator is warned of the position of the latter during thick and foggy weather, when their disconnection from a vessel is impossible even at moderate distances. Fig. 591 represents the bell-buoy which marks the midline of the point of the ship's line, length A to a water-level B, by a ring or other A diagram showing a bell-buoy with a whistle attached. water-tight compartment, C the inner water-tight compartment, and D air-tube rubber springs. The oscillations of the buoy mean the clapper in strike against and so sound the bell. Courtenay's Whistling Buoy, Fig. 592, is an exceedingly ingenious device, the efficiency of which has been tested by experiments on the sea. The principle of its action is very simple. It consists in the existence of waves extending downwards beneath the surface only to a distance equal to that measured between the trough and crest of the undulations. In other words, the agitation of the surface due to a wave will not extend below the level. It follows that if a long hollow cylinder $A$ is immersed in water, and if it is so placed that its upper end is just above the surface of the water, then the water entering will not rise and fall with the varying level of the sea as long as it remains above the level of the lowest point of undulation. This is true whether that of the middle line between the highest and lowest points of waves, or at average sea-level, B, Fig. 592. Let the cylinder be attached to the lower end of a vertical rod $D$, which can be raised and lowered by means of screws and falls with each undulation. We have therefore a moving cylinder $A$ with a fixed piston $B$ by means of which air may be compressed into a tube $C$. The air passes through this tube into a second tube $E$, from which two tubes $F$ extend upward two tubes $D$. These are open at the top, and are provided with valves so arranged that when one valve is opened, another is closed. The air enters through tube $C$ and leaves through tube $E$, but terminates above a whistle. Suppose that the apparatus is now placed in water, and that at some instant the diaphragm $D$ is just above average level, so that the summit of a wave is passing over it. The pressure within cylinder $A$ will be largely augmented, and air will be drawn in through the tube $E$. As the water rises, more air will enter until the water-piston will compress the air and drive it out forcibly through tube $C$, outlet, which is the tube $P$. The air thus sounds the whistle. It is obvious that this whistle will sound at every point where there is an undulation of any effect. With waves 8 feet high, running at the rate of 6 per minute, this would produce 300 sounds per hour. The number of sounds produced depends upon several factors: namely, upon the height of waves, upon their speed, upon their frequency, upon the weight of the body and the length of the tube. Several of these buoys have been located near ports of the United States, one of considerable power being in operation near Sandy Hook, New York. A diagram showing Courtenay's Whistling Buoy.283 BUSH. The Pumping Engine.—Another utilisation of wave-power through the medium of a buoy is shown to the pumping buoy represented in Fig. 583, taken from drawings exhibited in the Paris Exposition of 1874. The buoy is a cylinder, 10 feet in diameter, and 10 feet long, with a flat bottom. It is anchored to the bottom by means of a cable, which is shortened when the tide falls, elongates when the tide rises, and remains at its proper length when the tide is at rest. The water entering the lower part of the buoy (Fig. 584) is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy (Fig. 584) is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into the upper part of the buoy, where it is conveyed by a pipe into BUTTER, ARTIFICIAL 283 temperature can be maintained. The adipose membrane of the fat, called "scrap," separates and settles to the bottom, leaving the melted fat at rest; and a clear yellow oil floats on top, covered by a film of white emulsion of oil with the water contained in the fat. When the butter is made, the milk is first heated to about 105° F., and the cream skimmed off, and the clean yellow oil is drawn and received in wooden cans, which, when filled to within one inch of the top, are covered with a thin layer of water. The cream is then placed in a large kettle, and heated to about 125° F., and the last portion of the oil is not allowed any of the scrap to mix again with it. It is better to receive the last portion of the oil and scrap in a small galvanized iron can, and allow it to cool by itself; and when it is cold, it may be put into a larger can, and allowed to stand until it is ready for use. The cream is then heated to about 125° F., and thus separated from the scrap all of the that is possible. The scum is removed from the surface of the milk, and a thin layer of water is added. A thin layer of cream is then poured over this water, and a thin layer of oil is spread over this layer of cream. If such be the case, the method just described must be stirred up together for at least four hours, so that all of the oil may be thoroughly mixed with the cream. If it does not do so, it should be again stirred and allowed to stand; and if another failure follows, a quart or two of salt must be thrown on the scrap and the mixture stirred, until the scrap will soon settle to the bottom. An old solution of the active principle of the stomach of a calf was used for some time, as pro- proved by experiments to be very satisfactory. This solution was prepared by boiling a calf's stomach in water for several hours, and then filtering through a cloth. The stomach was then dried in a warm place, and kept in small bottles. It was found to settle more rapidly. Experiments have shown it to be unnecessary. However, the melting process, which requires from three to five hours, may be shortened by heating the milk to a temperature of at least 24 or 36 hours or more to granulate, and the temperature of the room should be about 80° F. This is a very important operation, and must not be hurried, otherwise the scum in the fat will not fall easily to the bottom. The car containing the solidified oil from the melting process is removed to the press-room, which has keys for opening doors. The pressure is applied by means of a screw jack. The refined fat must not be so soft that it cannot be worked with the fingers as easy; if it is hard, it will not be able to pass through the press without breaking down. The pressure is applied by means of a screw jack, and set in motion to form packages about 4 inches wide, 1 inches deep, and 1 inch thick. These pack- ages are then placed on galvanized iron plates in the press, at equal distances apart. The plates are fastened together by means of screws driven into them. The pressure is applied by means of a high pressure, which must be increased very gradually, and only after all the oil pressed out begins to flow slowly again will it be necessary to increase it still further. The pressure continues until no more oil can be obtained at the temperature of the room. The pre- ssure is then released by means of a screw jack. The packages are then removed from under them having dimensions of about 7 inches by 6 inches by 4 inches. The scummer, after removing the cover of each package, is ready for sale. The packages are put into one tank containing hot water, until all the oil and scum have been removed; when they are put into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containing cold water; and finally into another tank containingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyintoanothertankcontainingcoldwaterandfinallyint One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. One hundred pounds of ice are introduced in the churn at a time, with from 15 to 18 lbs. of salt or molasses or both. The color is made purposely a bright orange so that in the last churning process just sufficient color is destroyed to tint butter with its proper hue. What we have described above as artificial butter is not quite as good as natural butter because it contains considerable air but it is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal to any other butter made in this country except Philadelphia butter which is equal The color is made purposely a bright orange so that in the last churning process just sufficient color 284 **BUTTER-WORKER** The following analyses by Drs. Brown and Mott will show how the artificial product compares with the natural one: **Analysis of Butter.**
SPAN OR PANEL. Framed per Linear Foot of Track. SPAN OR PANEL. Framed per Linear Foot of Track.
Under 16 feet. 4,000 lbs. Under 16 feet. 8,000 lbs.
--4,000--------
CUMULATIVE 1. Artificial butter. 2. Butter made from the same butter as No. 1, but refined to a light color. 3. Butter made from the same butter as No. 1, but refined to a dark color.
Water. 11.5% 10.0% 12.9% 11.8%
Butter--solid. 88.5% 87.0% 87.1% 86.1%
Paste--chilled, painting, stirring, basting, etc. 100.0% 100.0% 100.0% 100.0%
Candle. 57.3% 54.0% 54.2% 53.9%
Nuts. 37.7% 34.0% 34.2% 33.9%
Coloring matter. 5.0% 4.8% 4.8% 4.7%
Total. 100.0% 97.9% 97.1% 96.1%
It will be seen, by comparing the first three analyses in the above table, that the difference in the percentages of water and butter is very slight, while the percentage of paste is considerably greater than that of solid (this is easily seen by comparing No. III., with the last analysis), which element may be reduced or augmented in the manufacture to suit the taste and requirements. The amount of colour is also a little higher in the artificial butter than in the natural product, but this is not so great as to surpass the average amount usually prescribed. H. A. M. BUTTER-MOLDING AND BUTTON-MAKING MACHINE. Buttons may be divided into two general classes--those with shanks, and those without shanks; and each class is manufactured from a great variety of materials, and by a variety of methods. Of buttons with shanks, the greater number are composed of metal, although glass and ivory have been used; and of buttons without shanks, the greater number are composed of metal, although glass and ivory have been used; and of buttons either being cast in a mould or stamped out of a sheet of metal; the former method is generally employed for making buttons of moderate size; but for large buttons, a great number of impressions of the pattern of the button are taken in sand, and in the case of large buttons, a considerable quantity of sand is required for this purpose; after which the sand is removed from the moulds, and fused metal is poured over the moulded work. When cold, the button is taken from the moulds, and, after being cleaned from sand by brushing it, is placed on a board; the edges are turned, the face polished with fine emery cloth; then it is passed through a machine which cuts off a thin edge at each side; it is then polished by rubbing the faces upon a broad board with rotations of different degrees of force; then it is passed through another machine which cuts off a second thin edge at each side; this machine is worked by hand; which spreads a very fine film of the same material; finally, they are arranged on a sieve or resting on a board until they are ready for use. Buttons without shanks are made in much the same way as those with shanks; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of metal, which improves their whiteness without injuring them; after which they are polished like those with shanks; they are then annealed in a furnace, and afterwards rolled up by the descent of a weight, as in a pile-driving machine; the die being fixed in the lower surface of the weight. The button-moulds are made in two parts; one part consists of two pieces of wood, one long and one short, and a blowpipe. The edges of plate buttons are next fixed into holes in a button-mould; these buttons are afterwards polished on both sides with emery cloth; then they are placed on an iron pan, placed over a fire until the quicklime begins to melt, when they are thrown into a bath containing water and salt; after which they are again placed on an iron pan over a fire until they become white; after which they are returned to the pan, and the mixture volatilised completely by the increased heat, leaving the gold evenly spread in a thin film over the surface of the button; they are then turned over on to another iron pan over another fire until they become white again; this melting process twice or thrice, and are distributed accordingly as "double" or "double gilt." Glass buttons are made in similar manner to those with shanks; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of glass; this glass is melted in an iron pan over an open fire at first; when it becomes hot and white, it is drawn into thin sheets by means of tongs held against its back and underneath so that it hangs at both ends at top; and the glass being driven in by a steady stroke its extremity expands; as striking against the bottom of the hole it becomes firmly riveted into the button, forming a kind of dovetail joint. A similar process is employed in making ivory buttons; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of ivory; this ivory is melted in an iron pan over an open fire at first; when it becomes hot and white it is drawn into thin sheets by means of tongs held against its back and underneath so that it hangs at both ends at top; and the ivory being driven in by a steady stroke its extremity expands; as striking against the bottom of the hole it becomes firmly riveted into the button forming a kind of dovetail joint. A similar process is employed in making ivory buttons; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of ivory; this ivory is melted in an iron pan over an open fire at first; when it becomes hot and white it is drawn into thin sheets by means of tongs held against its back and underneath so that it hangs at both ends at top; and the ivory being driven in by a steady stroke its extremity expands; as striking against the bottom of the hole it becomes firmly riveted into the button forming a kind of dovetail joint. A similar process is employed in making ivory buttons; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of ivory; this ivory is melted in an iron pan over an open fire at first; when it becomes hot and white it is drawn into thin sheets by means of tongs held against its back and underneath so that it hangs at both ends at top; and the ivory being driven in by a steady stroke its extremity expands; as striking against the bottom of the hole it becomes firmly riveted into the button forming a kind of dovetail joint. A similar process is employed in making ivory buttons; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of ivory; this ivory is melted in an iron pan over an open fire at first; when it becomes hot and white it is drawn into thin sheets by means of tongs held against its back and underneath so that it hangs at both ends at top; and the ivory being driven in by a steady stroke its extremity expands; as striking against the bottom of the hole it becomes firmly riveted into the button forming a kind of dovetail joint. A similar process is employed in making ivory buttons; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of ivory; this ivory is melted in an iron pan over an open fire at first; when it becomes hot and white it is drawn into thin sheets by means of tongs held against its back and underneath so that it hangs at both ends at top; and the ivory being driven in by a steady stroke its extremity expands; as striking against the bottom of the hole it becomes firmly riveted into the button forming a kind of dovetail joint. A similar process is employed in making ivory buttons; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of ivory; this ivory is melted in an iron pan over an open fire at first; when it becomes hot and white it is drawn into thin sheets by means of tongs held against its back and underneath so that it hangs at both ends at top; and the ivory being driven in by a steady stroke its extremity expands; as striking against the bottom of the hole it becomes firmly riveted into the button forming a kind of dovetail joint. A similar process is employed in making ivory buttons; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of ivory; this ivory is melted in an iron pan over an open fire at first; when it becomes hot and white it is drawn into thin sheets by means of tongs held against its back and underneath so that it hangs at both ends at top; and the ivory being driven in by a steady stroke its extremity expands; as striking against the bottom of the hole it becomes firmly riveted into the button forming a kind of dovetail joint. A similar process is employed in making ivory buttons; but instead of being cast in a mould or stamped out of a sheet of metal, their surfaces become covered with a thin layer or wash of ivory; this ivory is melted in an iron pan over an open fire at first; when it becomes hot and white it is drawn into thin sheets by means of tongs held against its back and underneath so that it hangs at both ends at top; and the ivory being driven in by a steady stroke its extremity expands; as striking against the bottom **BUTTON-MAKING MACHINERY.** 285 Buttons are made by hand from brass or iron wire, bent and cut in the following manner: The wire is lapped spirally round a piece of steel bar. The steel is turned round by screwing it into the end of the spindle of a lathe, and the wire by this means is brought close round it till it is covered. The end of the wire is then cut off with a pair of scissors, and the button is ready for use. In this case, the wire is now laid upon an anvil, and by a punch the cut of wire is struck down between the two prongs of the forked lever, which is held in the left hand, and the button is thus formed. The two marks in the middle of the fork, and the coil is cut open by a pair of shears along this mark, dividing each turn of the coil into two pieces. Buttons without heads are two kinds. The first are simple disks of horn, bone, wood, or other material, with four holes drilled through the face, for the purpose of sewing them to the garment. Horn buttons are made by cutting out a disk from a horn or bone, and boring four holes through it. The hoofs, having been boiled in water until they are soft, are first cut into plates of requisite thickness, and these are bored with a drill. The second kind are buttons of metal, usually in octagonal form by cutting off the corners. They are then dyed black by immersing them in a caldron of wood-grease and copper-nitrate. A quantity of moulds, whenever reenacting bullet-moulds, and each finished button being of steel, are then heated at a point below the point of boiling water, and one of the octagonal pieces is slipped off on to a piece of wood, and rounded in a lathe. The holes in buttons of this description are drilled by means of a lathe represented in Fig. 596. Four spindles $a$, $b$, $c$, $d$, which may be seen, supported in bearings at $A$ and $B$ and by the cen- tre points $e$, $f$, are made to revolve with great velocity by means of two hands $d$, $d'$ passing over pul- leys $e$, $e'$ driven by a belt from a wheel worked by a treadle. At the end of each of these spindles $a$ is a hook uniting them to four hooks at one end, the other end of the spindles passing through four holes in a plate $g$, and the projecting points $h$, $i$, being fastened to a wooden handle. The button is placed in a con- stantly revolving holder $j$, facing towards the drills by which it is bored. The standard of button is then passed over the hole with more or less ease, and the convexity or concavity any height to suit different sizes. The two ends of the holes in the plate $j$ are nearer together than the holes in the standard; hence they converge; the hooks in the spindles are therefore necessary to form a universal joint. The second description of buttons without heads consists of thin disks of wood or bone, called moulds, covered with silk, cloth, or other similar material. The bone for the moulds is prepared from fresh bones by sawing them into thin slices about half an inch thick (see Fig. 597), trans- ferred by Fig. 597. On one end of the spindle which revolves in bearings at $A$, $B$, is screwed a tool $c$ and on another arm two collars $d$, $d'$ between which a forked lever $e$ embraces the shaft, the fulcrum $f$ being at right angles to it. When this lever is moved backwards and forwards over the pulley $l$, and over a hand-wheel worked by a treadle; and the worker holding the mate- rial for his left hand, he can easily insert it into any desired position within its limits. By moving the lever forward against its stop $\alpha$, which is fixed on the spindle at $A$, he can raise up the lower part of the mould so that it will receive another piece of material; while at the same time he moves standard $c$ by two screws, by means of which the lever hold in his left hand, advances the tool $c$ against its stop $\beta$. Thus he can make as many moulds as he please; but when he has made all the intended moulds, while the other two points describe a deep circular cutting half through the thickness of the material, and the flat surface is cut smooth by intermediate parts of the tool. The tool used for making buttons from moulds is shown in Fig. 598. It consists essentially of three portions: (1) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (2) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (3) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (3) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (4) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (4) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (5) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (5) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (6) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (6) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (7) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (7) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (8) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (8) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (9) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (9) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (10) A piece of steel bar with two parallel grooves running lengthwise on either side of its centre; (10) A piece 596 597 598 286 CAAM. Covered buttons having come into very general use, various improvements have been introduced in the manufacture of them, and patents for this purpose have been granted to various parties. The following is Mr. Sanders's method of making covered buttons: A piece of the material with which the button is to be made is cut out, and a hole bored through it, larger than the intended button; upon this is placed a disk of one of the materials used for the cover, such as paper coated with an adhesive composition, which will become soft and sticky when heated. The cover is then fastened on by means of four holes, through which threads or strings have been passed to form the flexible shank. These circular disks, being heated, expand and fit closely over the button. In a mouth block a., Fig. 698, this hole being exactly the size of the in- terior of the button, the cover is pushed down into the hole, while the corks are pushed down into the hole, the ma- terial being forced between them and the button and the other disks. The tube b is then introduced into the cylinder or hole, and its lower edge, being beveled inward, will, as it is pressed down, gather the plies of the cloth on the edge of the button together. The tube is then pulled out with a puller c, somewhat like a crow's-nest, which is now passed down the tube b, and driven with considerable force against the edges of the button until all excess material has been removed. This excess ma- ter will be suffused, and cause the several disks to stick together, which, when taken out and become cold, will be very firm and retain their shape. The following is Mr. Sanders's method of making covered buttons: This sheet of metal, known as "tapered iron" (thickness No. 30 to No. 50), and quality according to the more or less fine grade of work required. The sheet is placed under a revolving wheel d, which revolves slowly under a descending punch e. This punch is double, that part of it nearest to the wheel being a concave surface proper size, while an inner pancho descends and forces the blank up against this concave surface and pushes it upward, so that the entire blank is resumed hemi- spherical in shape. These two forms of shells are called "shells," because they are capable of en- power, will easily form two grooves of shell per hour and can be used for any kind of work requiring sur- face finish. They are used in making buttons until they are thoroughly cleaned from all dirt and grease. The other part of the skeleton of the button is formed by means of a second revolving wheel f. This wheel is similar to wheel d except that instead of this is exposed, one face of the iron plate is im- pressed with a pattern or design. The first arrange- ment of punches to thus already described, is first cut out from a sheet of metal by means of a punch part which is punched out leaving it in annular shape. There are still three more portions, namely: the cloth sheet or cover which covers both sides of the button collet, and a portion which protrudes through the center hole in order to hold the button in place by which the button is sewn on the garment; and the other portions mentioned is simply pumped into shape. The grouping together of these various parts is effected in two operations. By the first, the collet and inner filling are formed; by the second operation, forces the fabric, as already stated, through the aperture in the metal, producing the nipple of cloth in this case; while at this time another portion is formed by means of a punch g. This punch g inserts the annular piece G in which there is a suitable cavity to receive the combined collet, tube-piece, and cloth sheet. The cloth sheet is then inserted into this cavity by means of a puller h. The cloth sheet is then forced upon the collet, filler, etc., till the cloth cover being at the same time turned under. Reference to the section of the finished button will make this clear. Nothing further remains but to attach the buttons by sewing them on. CAAM. The wearer's reel. Setting the reed by arranging the warp-threaded reed termed "reaming." CAISSON. See Formattum. CALIBERED. A special process of subjecting metallic bodies to heat with access of air, whereby they are converted into a pulverulent matter, something like fine in appearance. The term calculated is however now applied to any substance which has been exposed to a roasting heat. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. A diagram showing a machine for making covered buttons. CALCULATING MACHINES. 287 CALCULATING MACHINES. Machines of this kind are designed to produce arithmetical and other tables which shall be rigorously correct. In navigation and the higher branches of astronomy the use of tables is very great, and, being constructed by human hands and hands, they all con- tain errors. The errors of these machines are so small that they may be considered as corrected as described in the first part of this work. In the manner in which quantities are contained in the common system of numerals, each figure represents ten times as much as the one before it, and therefore a revolution of one wheel will represent ten revolutions of another wheel placed at right angles with it. Thus, in the number 1759, although 9 is greater than 7, yet the 7 of this position is represented by ten times as many lines as the 9 of the same place. The qualities really expressed by the figures 1759 are 1,000, 600, 70, 9; but in practice we omit the ciphers, and place the significant figures side by side, preserving their proper position from the right hand. It is evident that when a wheel having ten teeth revolves once, it will cause another wheel to make another act of ten teeth on one of the periphery of another wheel, and if the teeth on the latter wheel have only nine teeth, then every tooth on the former wheel will cause nine revolutions of the second wheel. This produces a kind of analogy between two wheels revolving together, one having ten times as many teeth as the other. One figure or unit in the second place in common numerals, and it requires 10 revolutions of the pinned wheel to impart one revolution to the larger wheel. This is the fundamental principle in calcula- tion, and it is applied to all cases where any quantity is expressed by a series of figures from 1 to 9; thus these dials are fixed upon wheels, the teeth of which work into the pinions of other wheels, and thus one revolution of a wheel causes ten revolutions of another wheel. A hundred dials ten, a thousand dials, a third hundred, and so on. These wheels and dial-teeth may be differently arranged according to circumstances. A calculating machine, called the difference engine, was constructed by Mr. Babbage for the Eng. government as an experiment to perform arithmetical operations by means of an ingenious mecha- nism. The principle introduced into this machine is that when printing is required to print two facts as a columnate. Another machine, called the analytical engine, was invented by the same genius who invented the difference engine. This machine has been constructed for performing arithme- tical of changing, and each of these numbers may consist of twenty-five figures. The distinctive feature in this machine consists in its being able to calculate without any manual assistance or equi- aluation; by means of punched cards, the complicated processes of subtracting, adding, multiplying and dividing can be performed with perfect accuracy. The invention of this machine, of Stockholms, Sweden, whom sought to attain the same end that Mr. Babbage had attained, but with simpler means. Their engines proceed by the method of differences, calculating to the 10th place of decimals, and engaging in such a way that no more than eight different positions on the cylinder carries eight figures along lines can be taken by either a rotary or a rectory power, for the purpose of printing. It can express num- bers continuously and point by point or gradually, and points by the same process as does a decimal table; but instead of pro- ducing series of numbers or expressions for which a table is calculated. Fig. 60 represents a sim- ple form of difference en- gine devised by Mr. George S. Brocklehurst. The cylinder, which is turned by the crank shown at A, contains a single shaft under- taking four different posi- tions. A slide (fig. 61) shows the various positions in which eight or any smaller number of decimal places. Each turn of the crank adds the number set up on the rings to the number represented on the ten recording wheels carried by the lever shown at B. The number set up on each ring is multiplied by ten; hence if there are eight rings (figs. 62), then each ring must contain ten times as many units as any other ring; consequently if there are eight rings (figs. 63), then each ring will set up on the next higher recording wheel, and turned nine times, 847 will be multi- plied by 80, and the product at the same time will be added to the product already stored. Another unit will be added to this product at each turn of the crank until all eight rings have been used (figs. 64). Hence if there are eight rings (figs. 65), then each ring will set up on the next higher recording wheel, and turned nine times, 847 will be multiplied by 800 (figs. 66), and so forth until all eight rings have been used (figs. 67). Hence if there are eight rings (figs. 68), then each ring will set up on the next higher recording wheel, and turned nine times, 847 will be multiplied by 8000 (figs. 69), upon the recording wheels erased each time they have been used (figs. 70). The division is similar to multiplication except that here there is no need for erasing any part of any record. Division is the reverse of multiplication. The dividend is set up on one wheel, the divisor on the other wheel (figs. 71), and both wheels are turned together until all divisions have been made (figs. 72). When all divisions have been made (figs. 73), then all records are erased (figs. 74). The results ob- tained will use any number or eight or less figures, and show them result in full, if not over ten figures. CALCULATION MACHINES are constructed for use on paper or cloth or cotton or linen fabrics. Cladding is the finishing process by which all goods are passed between cylinders or rollers and then through a bath containing some substance which hardens after drying; this gives a protective framework; the rollers are connected with a long lever loaded with weight at its further extremity, or by means or pressure almost any amount of force may be applied, and the surface texture 288 CALENDAR. of the cloth rated as pleasanse. With considerable pressure between smooth rollers, a soft, silky lustre is given by equal flattening of the threads. By passing two felts at the same time between the rollers, the threads of one make an impression on the other, and give a very appearance, with bollers that are made of metal, which are placed in the spaces between the rollers, according to the uses for which they are designed. The iron rollers are sometimes made hollow, for the purpose of admitting air into them, so as to prevent their becoming too hot during the operation. The paper cylin- ders are formerly made of wood, but it was liable to many defects. The advantage of the paper roller consists in its being devoid of any tendency to split, crack, or warp, especially when exposed to a considerable degree of heat. It is also more durable than the wooden cylinder, being a fine polish, and being of an elastic nature, presses into every pore of the cloth, and smothes its surface most effectually. In a two-roller machine, the cloth coming from behind, above the uppermost or 1st cylinder, passes beneath the lower or 2nd cylinder, and then passes through a space between the 3d and 4th cylinders, and thence into a space between the 5th and 6th cylinders, where it is received and smoothed further. At this time the cloth should be folded loosely at each end, and then passed through a space between the 7th and 8th cylinders, into which the piece is to be made up, which varies with the different kinds of goods, or the particular market for which they are intended. After this passage has been made, the cloth is again pressed in a hydraulic press previous to being packed. From this point onwards until it reaches its destination it is necessary that they should be fixed on the basement floor. After the cloth has received its final gloss from these machines, it is taken to the cloth-room to be measured preparatory to being folded and packed for sale or transportation. A diagram showing a textile machine with various components labeled A, B, C, D, E, F. Scale: 0.5 inch = 1 foot. Calendar with four rollers, designed and constructed by Messrs. A. More & Son, Glasgow—Fig. 601, a side elevation; Fig. 602, an end view. The same letters of reference denote the same parts in each view. A A.A.A., three cylinders or rollers made of paper; the construction of which will be noticed here- after. B B., two cast-iron cylinders, made hollow to allow of the introduction of his bolts of iron within them; these bolts are used for adjusting the distance between the two cylinders; they have holes in their sides through which are fitted several brass bushings for the cylinders to turn upon. D D., top guides, into which the pieces are introduced; they are made of cast-iron; they are connected with each other by a strong rod of iron with the under-pressure lever K. This system of levers is connected with the cross-head H by two strong links of iron. The elevating screw H H pass through the cross-head and rest on a circular plate G G.; this plate is fastened to a circular bar L L., which is turned up for the purpose of lifting the paper rollers off the hot cylinders, to prevent their being injured by the heat. The construction of the paper rollers or cylinders is as follows: Upon each end of an arbor of malleable iron, of sufficient strength to resist any necessary pressure without yielding, is fastened a strong rod of iron; this rod is bent at right angles at its extremities; one end is inserted in its proper place by a ring of iron; cut in two, and let into a groove or check turned in the arbor. When the roller is put into motion by means of a belt attached to a pulley wheel on one side of it, the other end is allowed to rotate freely about its axis; thus it can be easily adjusted to suit all sorts of things, and then allowed to cool. A plate is fitted on either end, of exactly the same size, and in the same manner. In building the rollers, one of the plates is taken off the arbor, but the other is allowed to remain in its place. The paper sheets of which the rollers are to be made have each a circular hole out in the CALENDAR. 289 entre of it, of exactly the same diameter as the Arbor. The sheets are then put upon the upper, and lowered by the lower plate. When this cloth is filled with paper, it is drawn through a strong hydraulic press, and pressed together--always adding more paper to make up the deficiency caused by the compression, until the mass can no longer be compressed. The half rings are then put in their place, so as to prevent any of the paper from falling out between them. The whole is then to be dried sufficiently in a stove, the heat of which causes the paper to contract so as to be quite loose. The roller $a$ is driven by a spur-wheel $b$, and the cylinder $c$ is driven by a similar wheel $d$. When the cylinder is full of paper, the roller $e$ is added, and the whole again compressed, until the roller is hard enough for the purpose to which it is to be applied. Fig. 603 shows the manner in which the calendar is geared to make it a platen calendar. In this case, $m$ marks the top cylinder of the calendar, upon which is keyed a spur-wheel $b$; and $n$ is the spur-wheel on the bottom cylinder of the calendar. The intermediate or carrier-wheel $q$, when driven by the spur-wheel $b$, gives motion to all the rollers, and revolving always at the same speed as that given to them by the spur-wheel $b$. The roller $e$ is carried through at a speed one-fourth less than if it passes over a platen, because of its being in contact with $m$, it is rubbed, and thereby planed, in consequence of the cylinder $c$ moving forward under it. Fig. 604 shows the manner in which the rollers are lifted off of each other. The roller $e$ consists of two rods of iron, attached to the block or seat of the top roller $A$; $f$, $g$, these rods are made fast to each other by means of a pin, and held fast upon the roller when once they are adjusted to their proper places by holding them down with a screw. The roller $e$ is placed below the bearing of the cylinder $c$, when all the rollers are lifting off each other. The roller $e$ is also placed below the bearing of the paper roller $A$; and the bridge $b$ is placed between them. When the pressure across the cylinder are lifted, the blocks of the top roller being attached to them, the rods $e$ are lifted also, and along with them the different rollers as bridges successively come into contact with their respective cylinders. The manner of passing the cloth through the calendar varies very much, according to the amount of work required. In some cases, only one pair of rollers are used; but in others, two pairs of rollers are used, so that a calendar calculated to do all the different kinds of finishing becomes a very convenient machine. The manner of passing cloth through such a machine is shown in Fig. 605. The method of passing cloth through the calendar is as follows: The cloth is passed alternately over and under a series of rails placed in front of the machine, so as to remove any creases that may be in it, as in this figure. The cloth is first passed between two rollers $A$ and $B$, where it is compressed by both cylinders $B$ and the centre roller $A$; passes again between the central $A$ and the upper $B$; and again re- A diagram showing a calendaring machine. Description: A diagram showing a calendaring machine. runs between the top pair $A B$, where it is wound off on a small roller (hid in the drawings) by framing of machine pressing against surface of top roller A. When this small roller A is fed with paper and its place supplied by another, to be consecutively filled as motion of machine progresses. 290 **CALENDER.** When simple, with one copper and three wooden rollers, designed and constructed by Messrs. A. Mose & Son—This machine, Figs. 608 and 609, differs nothing in principle, and little in general construction, from the fire-colored calendar above described, except in this—that it is intended for use on cloth. The two upper rollers are of wood, and correspond to those of the preceding figure. A, B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z are the two copper rollers of the calendar. These last consist of a copper cover upon a cast-iron body, through which passes a revolving arm, differing from those of the wooden rollers in being round; whereas these are square between the bearings. The smaller roller (L) is placed at the bottom of the machine; the larger (M), at the top. Between these two rollers is placed a single-weight lever (D). This lever drives the whole system of rollers; but its motion is regulated by means of a screw (E), which turns in a nut in the jaws of the lever D; and thus the weight of the lever is transmitted through the whole system of rollers to the single-weight lever D. The weight of this last is regulated by means of a screw (F), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (G), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (H), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (I), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (J), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (K), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (L), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (M), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (N), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (O), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (P), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (Q), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (R), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (S), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (T), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (U), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (V), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (W), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (X), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (Y), which turns in a nut in the jaws of the lever D. The weight of this last is regulated by means of a screw (Z), which turns in a nut in the jaws of the lever D; and thus the weight of this last is regulated by means of a screw (A), which turns in a nut in the jaws CALENDAR. 291 Since the introduction of web-perfecting printing-presses, rolls for calendering paper require great care in their roundness and parallelism. Suppose, for instance, a roll of 10,000 feet, part of an inch out of parallel, and the paper ruled by them therefore the 10,000th part of an inch thick. The paper will be torn at the edges, and the whole roll will be useless. In order to avoid this difficulty, the mandrel upon which it is rolled being 3 inches thick, and there to be 400 thicknesses of paper to each inch; the roll would in such case be 575 of an inch in diameter or 5.75 inches in roundness. This is a very considerable error, and one which could not be tolerated under any circumstances. It is clear that a paper must be ruled through a mandrel of uniform diameter, and that the mandrel itself must be made with great accuracy. A modern printing press, through which it would require to be drawn at a speed of from 15 to 20 miles per hour, would have no difficulty in handling a roll of paper 5.75 inches in diameter. But suppose that the roll was only 5 inches in diameter; it would be mutilated by the paper unwinding from the small diameter of the roll, causing it to tear. It would also be impossible to make a roll of this size without introducing a finalizing process for rolls, which has achieved remarkable success, and which has been in consequence introduced in Europe. That process is remarkably successful, and which has been in consequence introduced in Europe. That process is remarkably successful, and which has been in consequence introduced in Europe. After the roll has been turned as nearly as possible to the small end of the metal tube or machine; and the principle upon which this latter is based. The mandrel is made up of two parts: one part the upper part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit the lower part so as to permit 298 CALICO-PRINTING. placing a slight pressure upon the frame carrying the corundum-wheels, so as to offer a slight re- istance to its crossing, the high spots or places upon the roll will press more heavily upon the respective corundum-wheels as it passes them, and, as a consequence, will suffer the most abrasion. This causes the wheel to wear down, and to become less effective in its work. The same effect occurs on the roll, and not to such a height due to its increase of diameter; or, in other words, it applies no such high pressure upon the wheels as does the wheel-carrier. The wheel-carrier being out of round and out of parallel, is operated upon with the wheel-frame or carriage slightly rotated, the roughness of which is passed over by the progress jointly; thus, the whole surface of the frame as to run true, the wheel-carrier is allowed to pass over the wheels until the final smooth traverses are made. CALICO-PRINTING is the process of impressing designs in one or more colors upon cotton cloth. The coloring substances employed are divided into substantive and adjuncts. The former are capable of producing permanent dye of themselves, while the latter contain all requisite materials. It is to be observed that in this process there is a cloth which shall act as a bond of union between and the coloring matter. These substances are usually metallic salts called mordants, which have an affinity for the tissue of the cloth as well as for the coloring matter when in a state of solution. There are several mordants used, such as copper sulfate, ferric chloride, and several salts of alumina, peroxide of iron, prussiate of tin, and oxide of chrome. Mordants are used to prevent the coloring matter from being washed away by water, but have not a strong affinity for dyes. To produce a good result from spreading beyond the proper limits of the design, thickeners are used to bring it to the required consistency; the most useful are wheat starch and flour, but many other materials are used. The colors with the proper thickeners are prepared in vessels known as color-baths, and mixed with water before use. There are eight different styles of calico-printing, each requiring different methods of manipula- tion, and these are as follows: 1. The madder egg (so called from its being chiefly produced with madder), to which the best chinese colors are applied. This is a mixture of madder root and water, with a little starch added, and the colors are afterwards wrought up in the dyebath. These constitute permanent prints. The eggshade is, in which the whole surface of the cloth is imbued with a mordant, upon which after- ward different colors are printed. This is done by first applying a thin paste of mordant to the cloth, with the effect of producing white or colored spots upon ground blue. The dyeebath is, in which thickened water is used for washing out all traces of mordant from the cloth; then it is filled with a bath containing a dark-colored mordant, and then dried, with the effect of showing bright figures on a dark ground. 3. Blue glass, a method resembling blue stone-moss, pre- pared with a bath containing blue glass powder and water; then dried with steam; and finally treated with to dead wood. This is sometimes called a dichroic. 4. Printing by steam, in which a mixture of water and steam is used for washing out all traces of mordant from the cloth; then it is filled with a bath containing a dark-colored mordant; and finally treated with steam to fix the mordant in the fabric produced by steam. 5. Spots colors, produced by a mixture of dye extracts and water; these are applied by hand. The processes actually required for finishing a piece of cloth in the madder style, for example, in producing a red stripe upon a white ground, are summarized as follows: 1. A bath of red dye is prepared; this is thickened with flour and dyeing; 2. Aging for three days; 3. Drying; 4. Washing in cold water; 5. Washing in hot water; 6. Washing in cold water; 7. Washing in hot water; 8. Dying in madder; 9. Washing in cold water; 10. Washing at the dash-wheel; 11. Washing in hot water; 12. Washing at the dash-wheel; 13. Washing at the dash-wheel; 14. Washing in a solution of bleaching powder; 15. Washing at the dash-wheel; 16. Drying by the hygro-extraction; 17. Folding; 18. Starching; 19. Drying by steam. By different methods various shades and colors are afterwards wrought out by one dye. Before the mentioned cloth is dry, it is hung for some time in the shade-water to prevent any further action from taking place during drying; this treatment, called aging, is accomplished by a process in which the goods are passed over rollers in a room in which a very low temperature prevails. The aniline colors are largely used for calico-printing, and are applied typically, the only mordant used being albumen or vegetable glazes prepared in various ways. The process may be briefly described as follows: The cylinder has two rolls each having from ten to sixty inches according to the width of the cylinder; the diameter varies from 12 inches to 24 inches. Each cylinder is bored through the axis and contains two sets of wheels each set consisting of two wheels placed one above another and with the multitude of annular figures which exist in many patterns would be very laborious and expen- sive operations if they were not repeated over again by means of an endless belt passing around one surface or another by means of steel roller lines, has long been applied to calico-printing with perfect accuracy. The pattern is first drawn upon a sheet of about 3 inches square, so that this size of figure can be easily imitated on both sides of each sheet without any difficulty. The sheet next engraved in imitation upon a roll of softened metal, about 1 inch in diameter and I inches long, so that it will be possible to print upon it without any difficulty whatever. The sheet is next bent by bending it to reduce its own iron case containing mounted lenses, and then plunging it into cold water for about five minutes to cool it off completely before printing upon it again. The roller line is then attached to an endless belt which runs around two pulleys on either side, and made to transfer its design to a similar roller in a soft state called the well; this design which was sunk in die now appears in relief on the mill. The mill in its turn is hardened, and... CALICO-PRINTING. 293 being put into a rotary press, indents upon the large copper cylinder the whole of the intended pattern. As the use of copper in rollers constitutes a large item of expense, there have been many inventions made to substitute other materials for copper, but none of them have proved satisfactory as an inner cylinder for this copper envelope; in one case these cylinders had corresponding grooves or a perfect turning upon one another. A seamless tube of copper has been placed upon a taper rod of iron, and the two ends of the tube have been turned down so that they fit closely against an iron lining. Brass rollers have been tested, but the objection lies in the hardness and difficulty of obtaining brass of the required size and finish. The use of cast iron has also been en- ployed, not, however, with success. Rollers, either entirely of paper maché, or of that material which is used for making paper, have been tried, but the surface of the metal has been corroded by the latter means, instead of turning off the worn edge of the copper to expose a new surface, they were maintained at the original diameter by a turner or by a machine which would not allow them to be reduced in size. Another invention for making copper rollers is that patented by Mr. T. Knowles, which dispenses with the necessity of adjusting the roller to the work by having it mounted on a revolving table. This invention is very useful when a roller is found, and when this is worth this another new one is substituted. The exterior roller is held in the position desired by means of a spring which holds it in place. The interior roller is then set in a similar way whereby a sinking of the surface is produced, all but the sunk portion, which is covered with an outer metal plate, being exposed to the action of acid until the desirable flatness has been ob- tained. Since this invention was made, I have invented a method of making a roller which does not cut on the roller, thus saving the time which would otherwise be necessary for this purpose. I have also invented a machine for making copper rolls to devote to making these cuts on the work. In this machine each roller is mounted on a revolving table and each roller is painted with acid and then allowed to dry. The acid is removed by means of a system of rotating objects by means of diamond or steel points upon a variablen rollin- g surface. After this process is completed, the roller is immersed in an acid bath and after this process, the entire acid attacking the roll- ing surface is removed by means of water and then dried and rolled by a machine which removes any remaining acid from the rolling surface. This machine consists of two cylinders, one being stationary and the other revolving. The stationary cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over the rolling surface. The revolving cylinder contains several holes through which water passes over 294 CALICO-PRINTING. rules described below. Here the pattern cylinder is to be fed. In Fig. 613, A is the frame-work, B the bowl or cylinder, which is hollow, and made with arms inside; C C are the surface-rollers, em- plied with color by the endless web or sieve F revolving around the wooden tension rollers D D A.A. Frame-work. B. Bowl or cylinder. C. C. Capacious cylinders. D. D. Wooden tension rollers. E E E E. Wheels containing the color- ing matter, which is applied to the cloth pressed at pleasure, by the screws G G G G. H H H H. Endless web or sieve, guiding the coloring matter from the wheels I I I I. Shaft communicating with the wheels E E E E. J J J J. Levers which are hauled by the weight of the cloth when it is pressed against the cylinder; they are called "the pressure levers." K K K K. Wheels adapted to the in- ternal screw of the cylinder. L L L L. Levers in communication with the wheels K K K K. M M M M. Shaft communicating with the wheels E E E E. N N N N. The cylinder round which the cloths are pressed. O O O O. The cylinder round which the in- ternal screw of the cylinder revolves, and which also moves the cloth. P P P P. A weight which keeps the cloth from falling off the cylinder. Q Q Q Q. A wheel which drives the endless web or sieve F revolving around the wheels D D D D. The cloth was printed, and reg- nate the speed. A detailed diagram of a calico-printing machine. CALICO-PRINTING. 205 The roller $E$ is screwed down so as to press the sleeve on the furnishing-roller, which revolves in the copper color-box $G$. The two second-rollers next to the surface-roller move in slides, so that, by means of screw $H$, the sleeve can be pressed against the surface-roller; on leaving the furnishing- A diagram showing a printing press with multiple rollers and sleeves. roller, the sleeve is wiped by the doctor $J$. The surface-machine is well adapted for woolen fabrics, and also for cotton goods. The peculiar machine executes a style of work very similar to hand-block printing. Wooden blocks varying from 34 to 5 feet in length, according to the width of the piece, and varying in height from 6 to 8 inches, are used. The blocks are made of wood, and are cut by the process illustrated in Fig. 414, the graving-tool being heated by means of a small gas-burner, and destroys all parts of the surface except those left in relief. Fig. 415 represents designs produced by A diagram showing a graving tool and a block of wood with carved designs. the gas-process. The blocks are fixed with their faces at right angles to each other, in a stout lever frame, and can each in turn be brought down upon the front, top, and back of a four-sided iron prism, faced with cloth and revolving upon an axis. The goods to be printed pass between the 296 CALICO-PRINTING. prim and the pattern-block, and receive the impressions in succession. The effect of these suc- cessive applications in producing the different shades of flower is represented in Figs. 815, 816, and 817. The form is made of two color plates. Fig. 815 shows the color-plate mechanism. $a^{\prime}, b^{\prime}, c^{\prime}, d^{\prime}$ are the forms, which are supported by means of supports, while $e^{\prime}, f^{\prime}, g^{\prime}, h^{\prime}$ are the printing-tables. These latter execute an interference motion, which, as may be seen from the dotted lines $a^{\prime}b^{\prime}c^{\prime}d^{\prime}$ is produced by the two crank-pins $g$ and $d$, of which $g$ makes twice as many revolutions in a given time as $d$, by the rotation of the crank-pins $g$ and $d$, the lower plate $h$ being always at rest. Through the rotation of the crank-pins $g$ and $d$, the lower plates $e$ and $f$ are moved to and fro on the printing-tables $a$ and $b$. The color-plates are flat cast-iron plates covered with a elastic material, upon which the forms are drawn with a roller, whose surface is $a^{\prime}b^{\prime}c^{\prime}d^{\prime}$. The printing-cables, which are also con- the stuff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, is carried by the staff during the operation of the printing, passing over three pulleys, three stretching-bars, and a wooden guide-rail, During this time all other plates are moved to their respective positions. In other words, There are numerous machines connected with calico-printing for descriptions of which see "Encyclopedia Britannica," 9th edition. Among them may be mentioned those which print several times at once one line or lines of an enlarged pattern on rollers; calico-printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; calico printers; in this article on callio-printing in "Encyclopedia Britannica," 9th edition. All these finishing processes to which callio is subjected have one common end... CALIPERS. 297 The operation which exists in the fabric, and then gives them a more glossy and substantial appearance. This is effected by filling the cloth with starch, to which sulphate of lime or barwite is often added to give fictitious weight and solidity. The various operations are stretching (see Clove-sys- A diagram showing the process of caliper measurement. 618 *This work contains a very complete series of bibliographical references to the History of printing, and, with Dr. Gower's book, is illustrated by many examples of colour, exhibiting the effects of various types and methods of printing.* **CALIPERS.** An instrument for measuring the diameter or thickness of objects. Calipers are used in the manufacture of all kinds of metal articles, as shown in the annexed engraving. Fig. 618 is a pair of inside and outside calipers combined, the curved legs gauging the exterior of the work, at $A$ and the straight legs, the ends of which are bent upwards, gauging the interior. In this form of spring calipers, the legs being held apart by the bow spring at the junction, so that they can be adjusted to any required distance, see fig. 619, which is adapted for the measurement of keyholes. There are several kinds of registering calipers, one form being shown in fig. 620, in which a toothed wheel is attached to either a pointer, which indicates the amount of separation of the jaws, and consequently the thickness A diagram showing a pair of calipers with a toothed wheel attached to either a pointer. of the article measured. The other form is shown in fig. 621, in which a toothed wheel is attached to each jaw, and these wheels mesh together when the jaws are closed. The teeth on each wheel are arranged so that they will only mesh when the jaws are exactly parallel, thus indicating that they have been accurately measured. In fig. 622 is shown a pair of calipers for measuring the thickness of wire or cable. The jaws are hinged at $B$, and when closed they are held together by a spring at $C$. When opened they are held apart by a spring at $D$. The jaws are graduated in inches and fractions thereof. In fig. 623 is shown a pair of calipers for measuring the thickness of leather or paper. The jaws are hinged at $E$, and when closed they are held together by a spring at $F$. When opened they are held apart by a spring at $G$. The jaws are graduated in inches and fractions thereof. In fig. 624 is shown a pair of calipers for measuring the thickness of wood or other solid material. The jaws are hinged at $H$, and when closed they are held together by a spring at $I$. When opened they are held apart by a spring at $J$. The jaws are graduated in inches and fractions thereof. In fig. 625 is shown a pair of calipers for measuring the thickness of glass or other transparent material. The jaws are hinged at $K$, and when closed they are held together by a spring at $L$. When opened they are held apart by a spring at $M$. The jaws are graduated in inches and fractions thereof. In fig. 626 is shown a pair of calipers for measuring the thickness of metal or other hard material. The jaws are hinged at $N$, and when closed they are held together by a spring at $O$. When opened they are held apart by a spring at $P$. The jaws are graduated in inches and fractions thereof. In fig. 627 is shown a pair of calipers for measuring the thickness of rubber or other elastic material. The jaws are hinged at $Q$, and when closed they are held together by a spring at $R$. When opened they are held apart by a spring at $S$. The jaws are graduated in inches and fractions thereof. In fig. 628 is shown a pair of calipers for measuring the thickness of plastic or other flexible material. The jaws are hinged at $T$, and when closed they are held together by a spring at $U$. When opened they are held apart by a spring at $V$. The jaws are graduated in inches and fractions thereof. In fig. 629 is shown a pair of calipers for measuring the thickness of metal or other hard material. The jaws are hinged at $W$, and when closed they are held together by a spring at $X$. When opened they are held apart by a spring at $Y$. The jaws are graduated in inches and fractions thereof. In fig. 630 is shown a pair of calipers for measuring the thickness of rubber or other elastic material. The jaws are hinged at $Z$, and when closed they are held together by a spring at $AA$. When opened they are held apart by a spring at $BB$. The jaws are graduated in inches and fractions thereof. In fig. 631 is shown a pair of calipers for measuring the thickness of plastic or other flexible material. The jaws are hinged at $CC$, and when closed they are held together by a spring at $DD$. When opened they are held apart by a spring at $EE$. The jaws are graduated in inches and fractions thereof. In fig. 632 is shown a pair of calipers for measuring the thickness of metal or other hard material. The jaws are hinged at $FF$, and when closed they are held together by a spring at $GG$. When opened they are held apart by a spring at $HH$. The jaws are graduated in inches and fractions thereof. In fig. 633 is shown a pair of calipers for measuring the thickness of rubber or other elastic material. The jaws are hinged at $II$, and when closed they are held together by a spring at $JJ$. When opened they are held apart by a spring at $KK$. The jaws are graduated in inches and fractions thereof. In fig. 634 is shown a pair of calipers for measuring the thickness of plastic or other flexible material. The jaws are hinged at $LL$, and when closed they are held together by a spring at $MM$. When opened they are held apart by a spring at $NN$. The jaws are graduated in inches and fractions thereof. In fig. 635 is shown a pair of calipers for measuring the thickness of metal or other hard material. The jaws are hinged at $OO$, and when closed they are held together by a spring at $PP$. When opened they are held apart by a spring at $QQ$. The jaws are graduated in inches and fractions thereof. In fig. 636 is shown a pair of calipers for measuring the thickness of rubber or other elastic material. The jaws are hinged at $RR$, and when closed they are held together by a spring at $SS$. When opened they are held apart by a spring at $TT$. The jaws are graduated in inches and fractions thereof. In fig. 637 is shown a pair of calipers for measuring the thickness of plastic or other flexible material. The jaws are hinged at $UU$, and when closed they are held together by a spring at $VV$. When opened they are held apart by a spring at $WW$. The jaws are graduated in inches and fractions thereof. In fig. 638 is shown a pair of calipers for measuring the thickness of metal or other hard material. The jaws 298 **CALIPERS.** of the object under measurement. Registering calipers for measuring standing or cut timber have arms about 18 feet long, between which is an arc denoting the quarter pitch in feet and inches. Calipers may also be used for measuring the diameter of a round bar, when only existing is in the exact centre of the hole. Or they will mark off a face so that it will fix its own line, whether it be regular or irregular, the curved point being kept against the irregular face, and the point depressed by the pressure of the hand on the handle. In this way, with a little practice, they will answer for many of the uses to which a scribbling block is put; and being lighter and more easily handled, and having no moving parts, they are much more convenient than any other tool. They are in each case as far preferable. The legs may be crossed so that the curved point inclines to the straight point, or vice versa, according to circumstances. When two points are required, one square, or any other shape, or try such points, when they already exist, more accurately than can be done by any other tool. They will, in this case, mark off a line at the distance to which they are set round any object, and then mark off another line parallel to the first at the same distance from the bar and one sign of the girth placed, and for a variety of other uses numerous to reciprocate, being among the most useful tools in carpentry. **Versier Calipers.**—Figs. 628 and 624 represent the sides of versier calipers for very accurate measurement, made by Messrs. Darling, Brown, and Sharpe. One side reads to thousands of inches, A diagram showing a caliper with various measurements marked on it. the other to sixty-fourths and fifteeths of inches. Both inside and outside calipers are provided, and also points to transfer the distance with dividers. The instruments are of steel, with tempered points and ground surfaces. The outside caliper has ten divisions on each arm, each division being one inch divided into ten parts, each part into four parts making forty divisions to the inch. On the sliding jaw is a line of divisions (called a vernier) from the lowest to the highest number of divisions corresponding to one inch on the vernier corresponds in extreme length with twenty-four parts, or twenty-four tenths on the bar; consequently each division on the vernier represents one thousandth of an inch. The sliding jaw of the caliper is pushed up to the other so that the line marked is on the vernier scale; then it is moved back until the two lines on both sides of the right hand differ from each other by one thousandth of an inch; and so the difference will continue to become, A diagram showing how to use versier calipers. one thousandth of an inch for each division till they again correspond at the line marked 30 on the vernier. To read the distance, with the calipers open, commence by noting how many inches, tenths, and parts of tenths the zero point on the vernier has been moved from the zero point on the bar; now count over from this point along the vernier scale as many divisions as there are tenths on the bar, which will be the number of thousandths to be added to the distance read off on the bar; consequently each division on the vernier represents one thousandth of an inch (300). The fourths of an inch are obtained by adding half a division to each call (350). The sixteenths of an inch are obtained by adding one-tenth of a division to each call (375). The eighteenthths of an inch are obtained by adding one-fifth of a division to each call (390). The twentieths of an inch are obtained by adding one-quarter of a division to each call (405). Refering to Fig. 623 and 624 it will be seen that the jaw is open two tenths and three quarters, which is equal to two tenths plus three tenths plus three hundredths; therefore it will be necessary to move in the right as soon as these tenths coincide with the next one on the scale, which will make ten thousandths less than one thousandth; consequently it will be necessary to move in making jaws to open two hundred and eighty-five thousandths (385). In making inside measurements with this instrument it is necessary to note that while it is possible to read off directly from either end of the instrument used for measuring for the bigness of the caliper gauge; but when using it for inside work with both ends of the instrument used for measuring for thicknesses of material A is sliding A up over bar. The calipers should not be forced upon this work, because it is necessary CAM. 299 ment being accurate when the faces of the calipers just touch the object, an easy moving fit, so that the instrument may be moved by the finger and thumb upon the work without any play between the calipers and the work. Alinement of the Calipers.—This instrument, Fig. 635, forms a reliable and convenient substitute for the various calipers for all measurements less than one inch. The main piece of the calipers is bow-shaped, and is attached to the right-hand end of the screw C, fits upon the outside of the shank a. One revolution of this cap opens the calipers twenty-five thousandths upon the circumference of the borselend and at the cap D, the value of each graduation on the circular scale equals one-thousandth of a turn. Thus, three whole turns and one-fifth of a turn would equal eighteene thousandths, two whole turns and one-fifth of a turn (or five of the circular graduations) equals five thousandths, making altogether eighteen-one thousandths of an inch. Though this is but a rough approximation, it will be found that eighteen-one thousandths are easily obtained, and measurements are read without the use of a glass micrometer. The calipers can be used with great accuracy as given size. Being made wholly of steel, all parts are durable, and can be used for many years. The calipers are provided with a handle B, which is adapted for use as a pocket tool, and meet many special requirements of fine implement makers. Fig. 636 represents calipers used for the measurement of shafts in order to determine the thickness of metal in them. The caliper shown in Fig. 637 is used for measuring wood or metal in the universal compound calipers represented in Fig. 627. The legs are pivoted at their ends, so that they may be turned either way. They are provided with teeth, spiraling cones, or inside or outside calipers. CALIBER.—A caliper is a device consisting of a number of steam wheels attuned to produce different notes. The wheels are operated from a keyboard, or from a barrel rotated by mechanism, and having entirely separate pins which engage with devices in communication with the wheels. CALIBER.—See ELECTRO-ALUMINUM BATTERIES. CLAMPING.—To cause motion to another piece by action of its curved edge. When the case shown in Fig. 638 rotates in the direction of the arrow, the roller P at A will be forced against the surface R, while at B it will be forced away from it. But when P is at rest while B passes underneath it, and finally will be allowed to fall by the action of e.a. The circular motion being uniform, the reciprocating piece may also move uniformly, or its velocity may be varied by placing a spring under pressure on P or B. In order to find out whether or not a point lies within the centre of motion of the cam-plane; take C, Fig. 639, as this centre; let B F represent the sliding bar, and let P Q represent a point on it; then if P Q lies within C F P will represent that point within C F will represent those points lying within C F. In the following manner: With centre C and radius C A describe a circle, and let B F produce meet its A R into a number of equal arcs, a.c., b.b., etc. Join C A, C B, C c., etc., and produce these arcs until they intersect with P Q representing a p.q.p.q., etc., respectively equal to those arcs; then draw lines through these points parallel to P Q representing the corresponding positions of the cam-plane; thus we have P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q P Q . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . We will next examine the case where one side of a cam has concave peculiarities upon one side of the direction of its slide; it was found that the method of setting out the curve changed nothing except that the direction of F.P., Fig. 630, passed upon one side of the centre of motion U; draw C R U F; draw C R U F; divide: describe a circle of radius C R U; and connect with it points such as A B C D E F G H I J K L M N O PQ R S T U V W X Y Z A coiniciding with R. As a matter of fact this is not always possible; but we will imagine it to exist in order to obtain the equation which rep- resented by A R U F. Practi- cally, the cam would be more effective if constructed as shown in Fig. 631 when the point \(P\) was near to the point \(E\). Divide \(A R\) into the intervals \(A B\), \(B C\), etc., but now draw \(a p\), \(q q\), etc., tangents to the circle; and equal lengths from these tangents to \(F\) give us \(P\) and \(Q\) for which we have drawn curves representing portions of motion of the cam-plane. The curve \(A p q r s \ldots F\) will be that required. The heart-shaped has been much used in machinery, and is formed by union of two similar and 300 CANALS. equal arms of the character discussed above. A curved plate C, Fig. 631, shaped like a heart, acts as a roller $P$, which is placed at the end of a sliding bar, or which may be attached to a lever $F$ at its centre, so that the bar may be moved by the lever $F$. The similiar form of the cam allows it to perform complete revolutions, and to cause an alternate ascent or descent of the roller $P$ with a velocity which may be made quite uniform. Since a cam of this kind will only act on one side of the axis of the cylinder, it is evident that the motion is due to reverse action of a weight or spring. However, if we suppose the cam to be a plane curve or groove; but there is no such restric- tion as to its form in practice. Let us examine the following very simple case, as well as the exis- tence of which is shown in Fig. 632 and 633, is a rectangle with a slot $R S$ through its obliquely ; and a bar $F$ fixed to the edge $A B$ of the rectangle. If the bar $F$ be moved in the direction $R S$, it will impart no motion to the bar $A B$; but if it be moved in any other direc- tion, the pin $P$ will be pushed to the right or left, and a longitudinal movement will be communicated to the bar $A B$. Now let us suppose that the bar $A B$ be moved in such a manner that during the revolution of the cylinder upon its axis will be equivalent to a motion of the rectangle at right angles to the direction of its length. In this case, if we suppose that the bar $A B$ moves uniformly and rectilinearly motion of the bar $A$ during the revolution of the cylinder upon which the screw-thread is traced. If the pitch of the screw be constant, the motion of $P B$ will be uniform, and any change in velocity may be introduced by a proper variation in the direction of the screw-thread. If the screw be changed into a circular ring, $A D$ will not move at all. Canals are constructed for various purposes, some being used for navigation with extreme precision. Thus in the machine of Mr. Applegath for printing newspapers, the accuracy with which the sheet is delivered is very remarkable, and is insured by the assistance of the cam represented in Fig. 635. As $C$ revolves, the pin $P$ is pushed either to the right or left by means of a lever $F$, and by it the fall also of another roller which starts the paper upon its course to the printing cylinder. **CANALS.** Canals are channels of water for the purpose of navigation, water-supply, for clothes and manufacture, for drainage, for irrigation, etc. The size and capacity of canals vary according to their uses. They will de- pend upon the purpose to which it is to be applied : for navigation, on the rate of the current; for water-supply, on its cost; for water-supply, drainage, etc., on the amount of water required; for irrigation, on its area. Navigable canals may be divided into two classes: those which connect two points of different level, which are found in low level countries; Class II. Canal connecting two points at different levels, which lie either in the same valley, or on opposite sides of a dividing ridge. Canals of class I are found in broken countries, in which it is necessary to divide the entire length of the waterway into several level portions, the communication between which is effected CANALS. by some artificial means. The cross-section of this class presents usually a waterway or channel of a trapezoidal form, with an embankment on each side, raised above the general level of the country, and formed of the canalization for the waterway. In Fig. 65, A represents the waterway; B, tow- path; C, the embankment on the left side; D, the embankment on the right side. This class will admit of two subdivisions: 1. Canals which lie throughout in one valley; 2. Canals which traverse a country divided into several valleys. Cross-section.--The side formations of canals and embankments require peculiar care, par- ticularly where they are made to pass through hills or mountains. The earth is liable to be set- tiling, might prove destructive to the work. In most cases, a stratum of good bonding earth lining the waterway throughout the thickness of about 4 feet, if compactly rammed, will be found to offer sufficient resistance to the earth set tilting. This has been done in many instances, and has been applied with success to stop the leakage in canals. The sand for this purpose is sprinkled in small quantities over the surface of the earth, and gradually slips up the outside in the bottom of the ditch. When this method fails, and when it is necessary to stop the leakage, this new padding has been found to answer in all cases, particularly where the substructure is of firm material. It consists of a layer of gravel or sand, covered by a layer of clay or claystone to bitumen, or of a masonry. In such cases, it is advisable to make a waterway throughout with stone laid in layers parallel to the course of the waterway. In Fig. 67, both at the bottom and sides, formed of stones about 4 inches thick, laid on a bed of hydraulic mortar 1 inch thick, and covered by a similar coat of mortar, making the entire thickness of the lining 8 inches. This has been found to answer well in all cases where it has been tried. The waterway is lined with stone laid in layers parallel to the course of the waterway. In Fig. 67, both at the bottom and sides, formed of stones about 4 inches thick, laid on a bed of hydraulic mortar 1 inch thick, and covered by a layer of good earth, at least 3 feet thick, to protect it from the shock of the boats striking either side or bottom. Although, for the sake of saving expense in aqueducts and bridges, short portions of a canal may be made without an embankment on either side, yet it is generally considered advisable to pass each other easily. The depth of water and sedimental area should be such as not to cause any material increase of the resistance to the motion of the boat beyond what it would encounter in open water. The bottom should be sloped slightly toward each end so that it may be filled with sediment. Fig. 65 and 67 represent cross-sections of the Canal as enlarged--the former through level valleys and the latter through hills. All canal embankments should be formed and rammed in this layern. The surface of the tow- path is usually about 4 feet above the water-level, and is generally about 12 feet wide. It is made to slope slightly in a direction away from the canal, in order to give a better foothold for the \[ \text{= x greater breadth of a boat. Least depth of water = 14 foot + greatest draught of boat.} \] The bottom of the waterway is flat. The sides, when of earth (which is generally the case), should also be flat. When of masonry, they may be vertical; but, in that case, it is best to allow about 2 feet additional at both the bottom and sides. The slope should be such that if the water traversed between vertical sides is great, as much more additional width as may be necessary will be required for its passage. \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] \[ \text{Fig. 65 and 67 represent cross-sections of the Canal enlarged--the former through level valleys and the latter through hills.} \] Google 302 CANALS. curevate 3 feet in height. The timbers are set on edge, and connected with white-oak dovetailed keys 2 inches thick and 4 inches wide, placed once in 5 feet; a white-oak treenail, 2 inches thick, passes through the centre of the timbers, intermediate the keys. The side timbers are secured to the posts by screws and wrought-iron bolts—the bolts being secured at the top of the covering-plank with screw and nut. The side timbers should not be less than 4 feet long each, and should be set at intervals of 6 feet apart. Sometimes they are grooved, and tongued with a white-oak tongue. In cases where there are two or more spaces, the partitions are made in the same manner as described for the sides. Section C.D. Section A.B. The floors are lined with 11-inch white-pine plank, treamled to the foundation timber. The top of the culvert is covered with white-pine timbers, from 4 inches to 10 inches thick; these are grooved, tongued, and secured to the posts by screws and wrought-iron bolts. The timbers on which they rest. If the water in the brook is generally limpid and its current gentle, it may in the last case be received into the canal. The communication of the brook or feeder with the canal should be so arranged that the water may flow from one to another without any loss of head. For this purpose a cut is made through the side of the canal, and the sides and bottom of the cut are faced with masonry laid in hydraulic mortar. A sliding gate is placed over this cut, to regulate the skin with a maximum head of 18 inches. When the line of the canal is intersected by a wide watercourse, the communication between the two waters is effected by a sea- aqueduct or by the boats descending into a basin under the aqueduct. Canal Aqueducts.—As an illustration of this mode of construction we give a section across a river, we instance the Wire Suspension Aqueduct over the Alleghany River near Pittsburgh, Pennsylvania. This aqueduct was designed under the superintendence of John A. Roebling, who also constructed the Ohio and Pennsylvania Canal. It consists of 7 spans, each 100 feet long, and has a total rise of pier. The truck is of wood, and 1,140 feet long, 14 feet wide at bottom, 16 feet on top, the sides 9 feet deep. There, as well as at the bottom, are composed of a double row of 2-inches white-oak treenails, with wrought-iron bolts crossing each other at right angles. The bottom of the truck rests upon treenamre beams arranged in pairs, 4 feet apart; these beams are supported by posts set in holes bored in stone, filled with dovetailed treenails, secured by bolts. The outside posts, which support the side-walk and low-paths, incline outward, and are connected with the beams in a similar manner. Each tram-post is held by Section A.B. Section C.D. 601 CANALS 303 The main trunk-poles are 28 × 10 inches, and connected with the outside posts by a double joint of 5½ × 10. The trunk-poles are 7 inches square on top, and 7 × 14 at the heel; the transverse beams are 27 feet long and 16 × 6 inches; the space between two adjoining is 4 inches. It will be observed that all parts of the framing are double, with the exception of the posts, so as to admit the suspension. A diagram showing the construction of a canal bridge, with trunks, crossbeams, and saddle rails. Each pair of booms is supported on each side of the trunk by a double suspension-rod of 1-inch diameter, bent in the shape of a triangle, and traversed by two wire cables, one on each side of the cable. These saddles are connected on top of the saddle by links, which diminish in size from the pier towards the centre. The sides of the trunk are solid against the bottom of the mooring, which is made up of three pyramids, each formed of three blocks of wood, cut into a triangular shape. These pyramids, which are constructed of 3 blocks of a durable, coarse, hard-grained timber, are four feet high at the top, and taper off to a point at the base. The angle between the top and base is 45 degrees. The angle between the top and base is 45 degrees. The angle between the top and base is 45 degrees. The angle between the top and base is 45 degrees. The angle between the top and base is 45 degrees. The angle between the top and base is 45 degrees. The caps which cover the saddles and cables are of the pyramid form; they are fastened to the saddle by pins driven through them into holes bored in the saddle; but this is obtained by an iron rod which passes over the top of the cap, and forms a gradual slope down to the railing on each side of the pyramid. The wire cables which support the bridge are made up of wires twisted together in pairs; these wires are suspended from a single line, which is fixed to a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from a strong iron bar at each end; this bar is called a "line," and is suspended from 304 CANALS. sides are planked with 8-inch white-pine plank, tongued and grooved, and secured to side-posts with trestle nails 7 inches long. The sides and bottom of the trunk are sometimes bored from recesses cut into the masonry. The top-paw bridge is 12 feet wide, and supported on white-pine stringers. The floor is composed of 8-inch white-oak or red-beech, treenailed to the strings. A timber of board is placed upon the inside end of the floor to guide the low-line, and is fastened to the front stringer. Water-wains must be made along the levels to let off the surplus water. The best position for them is at the level of the upper level, but they may be placed at any level below that of the lower level, provided that the water can be conveyed to a point where it can be removed by means of a pump or by a pipe leading to a well or cistern. In case of necessity, however, it will be found convenient to have a small basin or tank built in the wall of the lock, so that when the water has been drawn off from the lock, it may be recharged by means of a pipe leading from this tank to the upper level. Locks—a lock is a small basin just large enough to receive a boat, in which the water is confined by two walls, one of which is raised above the other. The upper wall is called the chamber, both for the purpose of allowing the boat to pass and to cut off the waste of the upper level from the lower, and also for the purpose of preventing the passage of water from one level to another. Fig. 646 represents a plan, $M$, and Fig. 647 a section, $N$, through the axis of a single lock laid on a brick foundation. $A$, lock-chamber; $B$, fore-lay; $C$, tail-lay; $D$, side-wall; $E$, door; $F$, sill; $G$, sill-stone; $H$, sill-stone; $I$, sill-stone; $J$, sill-stone; $K$, sill-stone; $L$, sill-stone; $M$, sill-stone; $N$, sill-stone; $O$, sill-stone; $P$, sill-stone; $Q$, sill-stone; $R$, sill-stone; $S$, sill-stone; $T$, sill-stone; $U$, sill-stone; $V$, sill-stone; $W$, sill-stone; $X$, sill-stone; $Y$, sill-stone; $Z$, sill-stone. To pass a boat from one level to another, first draw up power to the upper, for example—the low-level gate is opened, and then the boat having entered the lock, draw down power until it is drawn from the upper level by means of valves, to fill the lock and raise it to its proper level. When this operation is finished, the upper gates are closed, and then open again by valves until the boat is lowered to the lower level, when the lower gates are opened and the boat passed out of the lock. From a given point to the chambers of locks—The most convenient is the parallelogram, a little wider than the boats that require to pass, and sufficiently long to admit of the gate being moved with facility. The width of this parallelogram should be equal to twice its length, while those which resist the thrust of water should be one-half; i.e., the walls of the chambers of locks having a width of 10 feet should be 20 feet long. This rule is founded on experience. The earth is put in motion, which often occurs from a slight vibration behind the wall. Gauthier has a rule for finding the thickness to be given to the wall of a basin intended to support water throughout its whole length without yielding under pressure. He says that if all surfaces perpendicular to each other against the vertical surface are equal to the product of these surfaces by half the height of the water, then he will find that his rule will hold true. Thus if we suppose that 1 cubic meter of water weighs 1000 kilograms (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing 1000 kg will weigh 1 ton (or pound). Therefore if we suppose that 1 cubic meter of water weighs 1000 kg (or pounds), then 1 cubic meter of water weighing CANALS. 305 The acting power will be $3000 \times 6^{\frac{1}{2}} = 34$, and that of the resisting power $3000 \times 6^{\frac{1}{2}} = 34$, and as in the state of equilibrium these powers should be equal, we shall have $187 A = 187 A$ at $A$, but, as something should always be allowed above the ordinary water-level to prevent the lock being flooded by the overflow of a wall intended to support water should be at least equal to half the height of the water which acts against it. The length and width of chambers of locks must necessarily be regulated in conformity with the load and on the canal; those are generally longer and narrower than those on rivers, while the sluices are placed at the ends of the flanks, so that they may be opened and shut in accordance with the level of the water in the chamber. It should be such as to enable the gates at the lowest ends to open and shut fully, and to allow sufficient time for the water to pass through them. If the chambers are of the same length, then the chambers must be made sufficiently long to prevent them from interfering with the operation of this gate; but, as a consequence, the cost of construction for navigable canals are those of broad ones, which can be taken out while passing through the locks. A diagram showing a cross-section of a lock. The top part shows a vertical section of a lock gate, with a horizontal line indicating the level of water. Below this, there is a horizontal line indicating the level of water in the chamber. On either side of this line, there are two vertical lines representing walls. The left wall is labeled "A" and has a horizontal line indicating its thickness. The right wall is labeled "B" and has a horizontal line indicating its thickness. The bottom part shows a plan view of the lock gate, with a horizontal line indicating the level of water. On either side of this line, there are two vertical lines representing walls. The left wall is labeled "C" and has a horizontal line indicating its thickness. The right wall is labeled "D" and has a horizontal line indicating its thickness. Fig. 649 is a plan, Fig. 649 a longitudinal section, and Fig. 650 a cross-section of the present mangled form of one-half of a double lock on the Erie Canal. A lock of this description (of 11-1/2 feet wide) was built in 1825 at Lockport, N.Y., but was afterwards removed, and replaced by one more modern, placed on a timber foundation ; the chambers 18 feet wide at the surface of water in the lower level, and 110 feet long between the upper and lower gate-quoins ; side-walls extend 19 feet 7 inches above the upper gate-quoins and 182 feet below the lower gate-quoins ; side-walls at head terminate in recesses for receiving timber supports, and at foot with strong abutments resting slightly inward at their connection with main wall spreading at the end 6 feet wider than bottom-line of main wall. The chambers formed of one-quarter inch planks laid horizontally on each other ; from lock to lock, are constructed with proper apertures for draining, opening, and ventilating. The lower mill-rails are made of oak or pine; the upper mill-rails are made of iron or steel; the other materials used in construction are similar to those used in building bridges. Timbers are of hemlock. The foundation consists of stone or brick laid on sand 3 feet above the face of the main wall at the head of each lock ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end of wing-wall ; under each end 306 **CANALS** The foundation-timber are covered with a course of 8-inch pine or board-beam plank, except a space 5 feet wide under the face-line of each wall, which is covered with 8-inch white-oak plank. The planks are transilled with two white-oak treenails at each end, and at every 2 feet in length. The course of white-oak plank on the upper side of the wall is continued to the same height as that of upper gate and valance consists of a framework of timber extending across the lock, and raised to within 5 inches of the top of the wall, and is supported by a number of uprights, which are placed parallel to the side of the lock. The mire-dills are of white-oak timber 9 inches thick. Each sill is bolted to the foundation or platform timber with 4 bolts 30 inches long and 1 inch square, ragged and headed. The main timbers are laid horizontally, and are 12 inches thick, and 38 feet wide. The lower part of the wall is composed of three courses of white-oak plank, each course being laid at right angles to the others, leaving spaces 1 foot between them, and having an offset of 4 inches in thickness at 2 feet below the top of the wall. The upper part of the wall is composed of three courses of white-oak plank, each course being laid at right angles to the others, leaving spaces 1 foot between them, and having an offset of 4 inches in thickness at 2 feet below the top of the wall. The quoins stones, in which the half-pont turn, are not less than 44 feet in length in the line of the chamber, and cut and formed to a very slight curve, so as to fit into the recesses in the wall. The quoins stones are alternately head and stretcher. The recesses for the lower part of the wall are formed by cutting away a portion of the foundation-timber, leaving a hollow about 18 inches deep, a foot high, and 10 feet long, for rafter-gates. The wing-frames at the head of the lock are 8 feet thick, and have a width equal to their depth. The cross-frames are laid horizontally across the whole length of the main wall. The breast-wall commonsens 54 feet below the upper end of the foundation, and extends across from side wall to side wall; it is a foot wide and 11 feet high, finished with a cap-stone. The cross-frames are laid horizontally across this breast-wall; they are 7 feet wide at the bottom, and at the end 6 feet 6 inches thick on the foundation; at 4 feet below the top of the wall are cut off at right angles to form a recess for rafter-gates. The cross-frames are made with joints not exceeding one-quarter of an inch. Gates are made either by raising vertically or by means of horizontal rails; but gates raised vertically, like those used in England, would be too heavy for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. Gates raised horizontally would be too light for such a purpose. The frame or stile of gates should not exceed 8 inches in thickness more than the rails, and the joint courses should not exceed 6 inches in thickness more than the rails; but when these conditions cannot be complied with, they may still serve well enough if properly mortised into the stiles, increasing the strength of the rails and the framework by their greater thickness. Green gates should always have a line of boards placed diagonally, and making an angle with the lower rail; this will prevent any tendency to warp or buckle; also it will make it easier to raise or lower these below resting on the lower rail tend to depress it, and even when properly framed and pinned to the rails, they may still require some assistance in raising or lowering them from their new level; but they may be made useful by giving them an inclination in any direction, and using them thus to lift up the rails. Instead of raising gates above the diagonal on the side of the strutting-plate, or bar of iron is sometimes placed diagonally from the outer to the lower end of the strutting-plate, which is an ex- cellent course; but it is not necessary to do this unless there is room between two adjacent hanging-ports, and crossing them solely, especially that of the diagonal above the hanging-ports; and at the extreme ends where there is no room between two adjacent hanging-ports, it is advisable to place them in opposite directions to the cross-piece, which must not be mortised into, or very little that may not lie in any way awkward; this piece being carefully fitted into its place will hold it firmly in position until it has been sufficiently worked upon by means of wedges driven into its ends to resist its pressure. There is no little loss of material, but on the other hand, planfs of different kinds may often after much trial prove satisfactory. Gates are opened by means of large timber fixed above the posts, forming counterparts to the gate, and being hinged on hinges attached to both sides; these hinges should never project beyond the tail of the balance-beam must very large Tree are sometimes used with their butts-end not cut off, so that it is easy to add any additional weight. The hanging-posts often allow much water to CANALS. 807 Let it be consequence of being obliged to give them sufficient play, and this would scarcely be prevented if the piers had not a little motion, and the collar fixed exactly; but the weight of water occasioning the piers to move by pressing it considerably against the hanging-post; still, as this is out circularly, the water easily passes, notwithstanding the great pressure which it exerts on the piers, and the water may easily pass through the hollow grooves, which have a corresponding level interrupting any filtration; the circular part should not touch the masonry, but have sufficient play to allow of its passing. Lock-gates measuring 8 feet from the centre of one hook-post to that of another, are placed at intervals of 30 feet, and are made of wood, which is about the sixth of the span, or a little more; these properments are necessary to prevent the lock-gates from being too heavy, and also increase the pressure of the head-post against the hollow grooves, which render them quite water-tight. Where canals are narrow, the lock-gates are made of iron, and are hinged at each end by an iron pin inserted between the teeth of a rack and pinion which is fastened to the side wall. The lock-gates are raised by means of a wheel, and the public falls by its own weight. The locks are constructed with cast-iron plates, and are covered with sheets of white oak, planed; the crossbars framed into the head and toe posts. Each section is 7 inches long, and the width equal to the thickness of the oak; they are fastened by means of wrought-iron bolts driven through two holes in each plate, and secured by a wrought-iron strap and bolting-nut, from the top of the beam to the under side of the plate. The locks are raised by means of a wheel. The pivots, sockets, boxes, and journals are of the best quality chiselled cast-iron. The hollow grooves, or upright circular grooves, are formed in the side walls, at the ends of the timber bars, serving as the hinge for the gates; the upright post that turns within them is called the bed of the gate. The hinges are made of wrought-iron plates, which are fastened to the side wall by wrought-iron bolts driven in a line just below the foundation stone for the purpose; sometimes the pivot is flush, and no other hole is left for it; sometimes it is made by driving a wrought-iron bar into the side wall, and made very secure; the hollow grooves should be worked with great attention; they must be so made that they will admit of all motion for their purpose. The angle to be given to double lock-gates has long occupied the attention of engineers, but the correct position may be taken when $$\theta = \arctan(\frac{h}{d})$$ at $A$ nearly, and the sally of $$\theta = \arctan(\frac{h}{a})$$ at $B$ nearly. The angle $\theta$ should not exceed one-third of a right angle. Fuses.--Some lock-gates have their paddles or valves, made to work by means of a lever. In such cases, when a lever is used for raising or lowering a gate, it is always over the space between two adjacent stones of the sill; when it is required to be raised or lowered by a lever, it must be moved from one side of the gate to be pulled back, and then water forcing its passage through it. When this happens, it must remain until its weight overcomes resistance; then it must be drawn forward again to its original position. These gates perform work working in a toothed rack, which is generally applied to raise or lower them. Screws are sometimes used for raising or lowering gates. A screw is driven into a stone post or stone mouth of the conduit or pedibatch. The lateral pressure exerted on this screw causes it to move slightly up or down; in order that this make is run with the grain of the wood, but also to have considerable power to move it; this is occasionally effected by means of a long iron lever, with an eye at one end that opens up or down on to this screw. This makes it possible to apply sufficient force to be applied to raise 308 CANALS. the paddle. There are several applications of the screw, one of which, as used at the gates of Dun- kirk, is very simple, and was for a long time adopted throughout Europe. To overcome the hydro- static pressure and friction, at the mouth of the public-holds, a large circular chamber is formed within which was filled with water to the height of the gate, so that when the gate is raised, this water may be raised by a lever; the waste water of the canal could then escape over the upper lip of the cylinder, and after- wards pass into the lower part of the cylinder, where it would be conveyed away by a pipe. Figs. 602 and 603 represent an arrangement for the valves or sluices of a lock-gate. Fig. 653 is an elevation of a similar arrangement. The object of this arrangement is that, while the gate is kept close and tight by the pressure of the water forcing it up against its seat, yet while lifting the gate shell at the same time relieves the seat from the pressure of the water; and this is effected by means of two inclined planes, or levers A A, which immediately upon the commencement of the lifting of the gate shell, throwing it upon the friction-rollers or wheels, easing the lifting of the gate. When the gate shell is lifted to its highest position, it rests on a horizontal plane B B, which bears against its seat with the pressure due to the head of water. Inclined Planes. The inclined planes are placed at right angles to each other in their lifts and bear from one level to another by means of locks, inclined planes are used on some canals. Their general construction is as follows: The upper and lower levels are separated by a wall or partition, and between these inclined planes are designed sufficiently to admit of the introduction of water enough to raise or lower any vessel in which it may be desired to move. The sides of these inclined planes are made with a slope sufficient to carry lines of rails start from the bottom of the lower reach, second an inclined plane up to a point where they cross an inclined plane upwards reach, and then descend a short inclined plane to the bottom of the upper reach. There are two salmon, or movable tanks, on wheels, each holding water enough to lift or lower one boat at a time. These tanks are connected with and they are so connected, by means of a chain or of a wire rope, running on movable pulleys, so that when one tank is full of water it will draw out balance each other at all times both are on the long incline, because the boat, being lifted by one tank, will be lowered by another tank, tain display exactly their own weight and quantity of water. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, the amount required depends upon several circumstances. First, upon whether there is sufficient water in the lake or river from which it is supplied; secondly, upon whether there is sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in the case of hand- pumps placed on railways. On some canals vertical lifts with cisterns are used instead of inclined planes. Water-supply. With regard to the supply of water necessary for a canal, or for a level canal, it is evident that there must be sufficient water in either lake or river from which it is supplied; and that there must be sufficient power available at that time, and to overcome friction, a steam-engine drives the main pump; as in 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308 308309
Table showing Quantity of Water discharged from the Upper Pond at a Lock.
Lock Head Lock Head Water Discharged Lock Head
One boat descending empty L → B → C → D → E → F → G → H → I → J → K → L → M → N → O → P → Q → R → S → T → U → V → W → X → Y → Z empty
One boat ascending empty or full L → B → C → D → E → F → G → H → I → J → K → L → M → N → O → P → Q → R → S → T → U → V → W → X → Y → Z empty or full
Two boats descending not succeeding ascending empty L → B → C → D → E → F → G → H → I → J → K → L → M → N → O → P → Q → R → S → T → U → V → W → X descending empty
Two boats of same descending ascending empty L + M + N + O + P + Q + R + S + T + U + V + W + X + Y + Z ascending full
Two boats ascending the first de- empty or full L + M + N + O + P + Q + R + S + T + U + V + W + X + Y + Z (m = s) = L full.
sending, the second ascending full
Quantity discharged at a Flight of Locks.
Flight of locks. Lock Head Water Discharged Lock Head
One boat descending empty L ↔ B ↔ C ↔ D ↔ E ↔ F ↔ G ↔ H ↔ I ↔ J ↔ K ↔ L ↔ M ↔ N ↔ O ↔ P ↔ Q ↔ R ↔ S ↔ T ↔ U ↔ V ↔ W ↔ X ↔ Y ↔ Z ↔ A ↔ B ↔ C ↔ D ↔ E ↔ F ↔ G ↔ H ↔ I ↔ J ↔ K ↔ L ↔ M ↔ N ↔ O ↔ P ↔ Q ↔ R ↔ S ↔ T ↔ U ↔ V ↔ W ↔ X ↔ Y ↔ Z (m = s) = L empty.
One boat ascending full L ↔ B ↔ C ↔ D ↔ E ↔ F ↔ G ↔ H ↔ I ↔ J ↔ K ↔ L ↔ M ↔ N ↔ O ↔ P ↔ Q ↔ R ↔ S ↔ T ↔ U ↔ V ↔ W ↔ X ↔ Y ↔ Z (m = s) = L full.
Two (4) boats descending and ascending ascending full, descending empty, ascending empty, descending full. L + M + N + O + P + Q + R + S + T + U + V + W + X + Y + Z (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m = s) = L (m - 1)
The lock head where one is allowed between the locks should be such that 18 inches of depth, over and above what a loaded boat will have, will only lower the water in locks without the navigation being interrupted; and if it be required to draw the contents of each lock from the interval above, the distance between the locks should be so great that the water drawn from the interval should not lower that of the upper interval more than 6 inches at most; thus the distance should be greater than proportionate to the quantity of water which must be drawn from each lock. In this case, when the chambers are large and the canal is narrow, the distance between the locks should be large; but when they are small and the canal is wide, the distance between them should be less. For example, suppose that a canal is 10 feet wide and 1,563 cubic feet per foot long, and that the super- ficial area of the canal is 10 square feet per foot. Then, if the fall is 1 inch, 1,563 cubic feet per foot will be drawn from each lock in 1 foot of canal; but if the fall is 6 inches, then only 1,563 cubic feet per foot will be drawn from each lock in 6 feet of canal. Now, if we take any point on the canal where there is a lock, and measure along the canal to another point where there is no lock, we find that the expenditure of lock of feet of a lock of feet should not lower the water more than 6 inches; therefore, if we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of the next lock by more than six inches. If we take any point on the canal where there is a lock, and measure along the canal to another point where there are ten feet of a lock of feet, we find that the water drawn from each lock in ten feet of canal will not lower that of 310 CANALS. A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw the boat along. One of the objections to this plan is that A diagram showing a steamboat with a large wheel at the stern, and a smaller wheel at the bow. The rope on the wheel prevents it from slipping, it will take up the cable on one side of the wheel and let it out on the other, and thus draw The chain is taken up by means of cast-iron or cast-steel chains which are made into grooves to prevent them from being drawn over their edges when passing over drums. getting entangled together. Thence she runs along under deck supported by booms pulled by ropes attached to her sides. The advantages claimed for this system are : first, to allow her to come in or out without entering into any danger; secondly, in passing round curves; thirdly in passing round curves; fourthly in passing round curves; fifthly in passing round curves; sixthly in passing round curves; seventhly in passing round curves; eighthly in passing round curves; ninthly in passing round curves; tenthly in passing round curves; eleventhly in passing round curves; twelfthly in passing round curves; thirteenthly in passing round curves; fourteenthly in passing round curves; fifteenthly in passing round curves; sixteenthly in passing round curves; seventeenthly in passing round curves; eighteenthly in passing round curves; nineteenthly in passing round curves; twentiethly in passing round curves; twenty-firstly in passing round curves; twenty-secondly in passing round curves; twenty-thirdly in passing round curves; twenty-fourthly in passing round curves; twenty-fifthly in passing round curves; twenty-sixthly in passing round curves; twenty-seventhly in passing round curves; twenty-eighthly in passing round curves; twenty-ninthly in passing round curves; thirty-firstly in passing round curves; thirty-secondly in passing round curves; thirty-thirdly in passing round curves; thirty-fourthly in passing round curves; thirty-fifthly in passing round curves; thirty-sixthly in passing round curves; thirty-seventhly in passing round curves; thirty-eighthly in passing round curves; thirty-ninthly in passing round curves; forty-firstly in passing round curves; forty-secondly in passing round curves; forty-thirdly in passing round curves; forty-fourthly in passing round curves; forty-fifthly in passing round curves; forty-sixthly in passing round curves; forty-seventhly in passing round curves; forty-eighthly in passing round curves; forty-ninthly in passing round curves; The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two grooves for each chain so that they may be kept apart while running over them. The drum has two groves **CANALS.** chain, be no strain on the drums to haul the chain from off the vessel. This slack remains until the tension behind draws it away again into the river. The chain used on the Erie is composed of 1-inch, and in some places 1-3/4-inch iron wire-cable, and is made up of two strands, each of which is composed of three wires. The diameter of the cable is about 0.058 inch. The wire is so arranged that the circumference of the cable is divided into three equal parts by three grooves measured round the circumference of the drum is different, greater or less than the rest, to correct, with which the three wheels are worked. The three wheels are connected together by a shaft, by the power transmitted from the engine to the drums, and from the drums to the wire cable. These drums, revolving upon strong shafts, are worked by double sets of gearing from the engine, for fast and slow revolutions. The gearings are so constructed that they can be changed at will, and be regulated exactly; they are coupled together by means of the three-toothed wheels, one of which is always in mesh with the other two. The three-toothed wheels are placed below the lower line of their circumferences, for the purpose of insuring the admission of the cable into the drums. The shafts carrying the drums also support the transmission-pulley which, by means of two endless wire cables fixed at its extremities by pulleys, transmit the necessary movements from the engine to take up and let down the cable according to circumstances. For this purpose of guiding the cable with a certain tension on to the drums, and of retaking it from the power when it has been taken up, there are two large pulleys, one above and one below with small wheels by means of which it runs on deck, and is held down to regulate its tension. The truck is furnished with four horizontal press-rods, two above and two below, working in pairs on two springs. These press-rods are fitted with a lever which transmits the power from the engine to these rods. The truck is furnished with a pair of handles for operating them. The driver must hold these handles in his hands while he operates them. The press-rods are connected with wheels, carrying at their periphery 60 teeth working on India-rubber rings. These wheels are connected with a shaft running through a hole in the middle of the truck, so that the latter may receive or transmit power without friction or injury to either. The truck carries a brake-wheel for stopping it when required. A spring is attached to this wheel between the press-rods, and is furnished above and below with several small horizontal pulleys for supporting the cable when it is not in use. The engine being started, the drums and the transmission-pulleys begin to revolve; and, as soon as they have reached their full speed, they transmit their power to all parts of the cable. As the cable passes from under the upper press-rods of the fore-truck, it runs straight on to the first set of wheels on deck; then it turns round these wheels and goes over them to enter into the after-truck; where it passes between the upper press-rods and is paid out over the stern of the vessel. The wire cable generally used is eight-eighths of an inch in diameter. Messrs. Meyer and Wer- nigh, the inventors of the above-described wire-cable-lowering steamers, give as the results of their experiments: Table of Working Capabilities of Wire-cable-lowering Steamers, in Still Water, at different Speeds, with Barge of different Draughts, empty or laden. | | | |---|---| | **DIMENSIONS** | | | Empty barge | P = 17 ft., L = 18 ft., D = 1' 1/2", B = 1' 1/2" | | Laden barge | P = 17 ft., L = 18 ft., D = 1' 1/2", B = 1' 1/2" | | Load in cargo in tons | 3.37 | | Load in cargo in cwt. | 648 | **MAXIMUM SPEED IN NUMBER OF RAGGED WHEELS** | | | |---|---| | Empty barge | P = 17 ft., L = 18 ft., D = 1' 1/2", B = 1' 1/2" | | Laden barge | P = 17 ft., L = 18 ft., D = 1' 1/2", B = 1' 1/2" | | With F = 0 turn | P = 17 ft., L = 18 ft., D = 1' 1/2", B = 1' 1/2" | | With F = 0 turn | P = 17 ft., L = 18 ft., D = 1' 1/2", B = 1' 1/2" | | With F = 0 turn | P = 17 ft., L = 18 ft., D = 1' 1/2", B = 1' 1/2" | | With F = 0 turn | P = 17 ft., L = 18 ft., D = 1' 1/2", B = 1' 1/2" | *                                                                      <u style="color:red;">*  
Supply barge P L D B Speed in feet per second Number of ragged wheels Maximum speed in number of ragged wheels
Empty barge 30 30 30 30 30 30 30
Laden barge 30 30 30 30 30 30 30
Laden barge 30 30 30 30 30 30 30
Laden barge 30 30 30 30 30 30 30
Laden barge 30 30 30 30 30 30 30
Laden barge 30 30 30 30 30 30 30
Laden barge 30 30 30 30 30 30 30
Laden barge 30 30 30 30 30 30 30
Laden barge 30 30 30 30 30
In this table regard is had to the coefficient (5) of the ship's resistance, upon which these trials were made.
Works for Reference.—Architecture Hydraulique," Belidor, Paris, I777-55; "Des Canaux de Navigation," Laibanois, Paris, I798; "A Treatise on the Improvement of Canal Navigation," Fulton, I799; "Canal Construction," Chappelet, Paris, I8O4; "Traité d'Hidraulique," Ducretat, Paris, I8O9; "Guerres," Gasteluy, ibid.; Paris, I8I6; "Guerres," Cordier, Paris and Lille, I8I6-26; "Des Canaux Navigation," De Pommerie, Paris, I822; "Elle 313 CANDLE, JABLOCKOFF'S. note de la Navigation Intérieure de la France," Dumas, Paris, 1879 ; "Petits Histoiques, etc., des Canaux de Belgique," De Rive, Brussels, 1853 ; "De la Dépense et du Produit des Canaux et des Chemins de Fer," Pillet-Will, Paris, 1857 ; "Traité d'Hydraulique," d'Aubuisson de Voisins, Stras-bourg, 1860 ; "L'Art de la Navigation sur les Canaux," Lefèvre, Paris, 1862 ; "Les Routes de Suez," De Lemos, Paris, 1864 ; "Report on the Ganges Canal," Cassell, 1866 ; "Handbook of the Lehigh Canal," New York, 1867 ; "The Improvement of the Lehigh Canal and on the Improvement of Navigation from Rotterdam to the Sea," Burnd (Professional Papers, Corps of Engineers U.S. A.), No. 291, Washington, 1872 ; "Canals and River Engineering," ed. Sir Stevenson, London, 1874 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson, London, 1876 ; "Canal Engineering," ed. Sir Stevenson CARPENTRY. 313 through the medium of a manger, E. This consists of a heavy cylinder pipe which is wound several times around the capstan, and passes over a roller or sheave in the bow of the vessel. The chain, which extends aft parallel to the mason- line, is attached to the manger, and serves as a support for the capstan, which is mounted on a turntable, and held by a lever which is re- moved, and can be turned at will. The latter reaches the seat in the deck, down which it passes to the lockers below. Capstans are built with two or more spindles, so that they may be turned in opposite directions, so that the power is increased. In more modern forms of capstans the chain is taken directly to the barrel without any intermediate support. A diagram showing this method of construction is represented on page 601. In this case the capstan is represented by a spokes-wheel F, which engages the links of the chain G. The lever H, which is shown in dotted lines, represents the lever which is used to move the capstan, and is represented in full lines in Fig. 601. The double lever I J K L M N O P Q R S T U V W X Y Z represents the lever which is used to raise or lower the capstan, and is shown in the diagram on the right, and then lowered again into its original position. The construction of this part is such that it can be easily changed. Both capstans and windlasses on large vessels are frequently equipped with auxiliary en- gines being specially arranged for this pur- pose. Diagrammatical representation of a typical capstan for use on docks is represented in Fig. 601. The motive-power is supplied by a three-cylinder engine operated by water-pressure, and geared to the shaft of the capstan. See also Docks and Water Power. For the theoretical considerations relative to capstans see Ward and Aikin under STATION. CARLTON. See LAMAR. CARBONIC GAS. See BURNING. CARBONIZER. See CARBONIC GAS. CARBONIZER MACHINE. See BURNING. CARBONIZING MACHINE. See BURNING. CARBONIZING PROCESS. See BURNING. CARBONIZING STEEL. See STEEL. CARBONIZED STEEL. See STEEL. CARBONIZATION OF STEEL. See STEEL. CARBONIZATION OF WOOD. See WOOD. CARBONIZE OR CARBONIZE THE WOOD OF A TREE. See WOOD. CARBONIZE THE WOOD OF A TREE BY THE USE OF A CARBONIZER MACHINE. See WOOD. CARBONIZER MACHINE (Wood). See WOOD. CARBONIZER MACHINE (Wood) (Moulded Machine). See WOOD. CARRY AND FABRICATE THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS. See Table and Chair Carving. CARRY AND FABRICATE THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOOD WHICH IS TO BE CARVED INTO TABLES AND CHAIRS FROM THE WOD 314 CARPENTRY. same thickness throughout. The usual method of securing bond and wall plates is by cutting about three-fifths through each piece, on the upper face of the one and the under face of the other, about 4 or 5 inches apart, and then nailing them together, the nails being driven diagonally from the end, from two-fifths down, on the side, so that the pieces lap together like a half dovetail. Fig. 603 is a scarf. A diagram showing a scarf joint between two pieces of wood. Notching is either square or dovetailed, and is made use of for connecting the ends of wall-plates and head-bolts at the angles, in letting joints down on girders, hinders, pinions or principal rafters. Cogging, or cogging, is a species of notch extending on one side, and having a narrow gap along in the bottom of which a nail is driven to hold the joint together. The usual method of making holes on wall-plates is by drilling conical holes into cylindrical pieces of wood or iron through a tenon. Notching consists in inserting cylindrical pieces of wood or iron through a tenon. Wedgeing is the insertion of triangular prisms, whose converging sides are under an extremely acute angle, into or by the end of a tenon, to make it fill the mortice so completely as to prevent its being withdrawn. Pinion and mortice of the most simple kind is shown in Fig. 604, in which the two timbers united are at right angles with each other. In this case the pinion is inserted in the mortice, and the mortice is cut in the upright timber. The tenon is left one-third of the thickness of the timber, as shown in the upper part of Fig. 604. The greatest strain upon the fibres of a girder is at the upper and lower parts, decreasing gradually towards the middle. This fact has been taken advantage of in making mortices for pins, which are given to the tenon require consideration. Some carpenters introduce it at the lowest part of the girder, which in a great degree destroys its strength; being a sixth of the depth, it should be placed at one-third of the depth from the top. The other extreme is to place it at the top (as shown), which is always noticed by their supports, in preference to being framed in between them; and this rule is applicable to all cases where a girder is required to support any weight. The pinion should be put so as to act in the direction of their lengths, and the form of the joint should be such as to allow it to be easily withdrawn into the space of the tenon. When subjected to a strain, a partial bearing is liable to very serious disarrangement, particularly in bridges. A diagram showing a mortice and pinion joint. Where the mortice is to be made in the upright timber, and the tenon to be cut on another inclined, as is shown in Fig. 605, it will be found that there will be no difficulty in making such a pinion as that made in the upright post to receive it—the pin which secretes itself in its mortice passing through the tenon. The beveled shoulder adds greatly to the strength of a mortice and tenon joint, and should never be dispensed with; it renders the junction of the two pieces of timber more exact, and makes the shot result of its application much more effective. The common method of effecting such a junction does not occupy so much time or labour, but is not so effective as that shown in Fig. 606. It consists in making two holes at right angles through the timber in which the mortice is made, as well as through that which has the tenon. boring the hole for the pin requires to be nicely performed, in order that it may draw the tenon tight into its mortice without allowing any air to enter; but this operation involves some risk of tearing out a portion of the tenon beyond the pin. Square holes and square pins are pre- ferred for reasons already stated. Platened wedgeing, adopted by ship-carpenters, is made with long wooden bolts which do not pass completely through both pieces; they take a very few hours; they are subject to break when in working; if they are too nearly fitted: this is remedied by putting a thin wedge into the hole previous to the A diagram showing platened wedgeing. CARPENTRY. 315 section of the wooden bolt, which, when driven, is split by the wedge, and thus squeezed tight to the sides of the hole. End dividers and nail-plates require to be carefully notched together at every angle and return, and nailed at every longitudinal joint. A diagram showing two pieces of wood with notches cut into them, forming a joint. A diagram showing two pieces of wood with notches cut into them, forming a joint. A diagram showing two pieces of wood with notches cut into them, forming a joint. To make a good tie-joint requires great attention on the part of the carpenter; and, for uniting wall planks, the dovetail joint, Fig. 671, is sometimes adopted. If the effect is that cutting away the wood is too much, the mortise and tenon joint may be employed. Whenever this joint is employed, a piece of iron strap is placed between the two pieces of wood, to prevent their slipping out of place; and where there is the slightest tendency for one piece to slide from the other, iron straps are used. Timbers which are laid upon the plates, and intended to act as ties, should be cut with a dovetail and secured to the timber it is to secure. Generally, where they cross at right angles, halving or cutting away the necessary portion of the wood is sufficient. For joining two pieces of timber together, notching is the most common and simple method; for, when one piece is cut off at each end, it will leave a space equal to half the breadth of the other. A notch may be cut out of one piece (Fig. 671) the breadth of the other, which will be left in the other piece. This is the best practice when each of the timbers is equally exposed to a strain in any direction. Where one piece is more liable than another to be strained in any particular direction, such as in a beam under a roof, it is advisable to cut away more from that piece which has less strength than the other. In this case, the breadth of two-thirds the thickness of the one below, which must also have a similar cut out on its upper edge, leaving two-thirds of the breadth of the middle entire; by which means the strength of both pieces will be equalized. The depth of these cuts should be equal to three times their breadth. Joints are particularly adapted for pulleys, when let down upon the pulley wheel. Lap-joint is performed in a variety of ways--either by simply halving the end of each timber, or by having notches cut in each end; but in either case, the timbers are at a distance, and cannot be readily pulled together. In these joints the greatest attention is required to make the saw cuts perfectly straight; for if they are not so made they destroy its efficiency. The holting joints being very dangerous to work with hand tools, it is advisable to use a hammer and chisel; or if possible, to have them made by machine. Timbers united together by a number of such cuttings, afterwards united and bolted through or headed round with iron, are capable of sustaining great resistance: a stirrup-iron at each end A diagram showing two pieces of wood with notches cut into them, forming a joint. A diagram showing two pieces of wood with notches cut into them, forming a joint. A diagram showing two pieces of wood with notches cut into them, forming a joint. empire, is an excellent substitute. Iron has been used to injure the fibres of the timber, from its feeble heat. Two pieces of timber may be united in such a manner that they preserve the same branch and surface as before; but this can only be done by making them fit exactly together; or by having their edges or roots of considerable span. The length to be given to the joint depends on whether it is to be used horizontally or vertically. When used horizontally it should be wide open on each other; and that for oak, ash, or elm should be six times the depth of the timber; in twelves times that where boles are used as fastenings; in chestnut trees eight times that depth; and in birch trees six times that depth. The ends of two timbers by cutting away an equal portion of each, and letting 316 CARPENTRY. hold the timbers in their places, and one or more bolts are sufficient to prevent their being drawn awaide. The carpenter frequently exercises great ingenuity in joining timbers of considerable scantling, Fig. 874; but all such methods involve some inconvenience. The use of iron straps, or of wood into the joints, can prevent their being thrust or drawn out of their places by the wind. The mortising of piers and beams has a great variety of forms given by the carpenter, and they may be either strapped round with strong hoops of iron, Figs. 675 to 681. Where both are disengaged, it is perfectly clear that the joint cannot be made without introducing a strain on the beam, and the stress is longitudinal, two iron rods put on each side will pre- vent the seat from being pulled out of its place; but such a provision will not maintain the constant horizontal position of the timber. When a seat is required to be made by the introduction of keys or wedges driven tight, they some- times receive additional strain, and it is often found advisable to omit them, and to bring the joints Illustration showing a wooden structure with a bolted connection. 675. to a bearing by some other means before the bolts are inserted. When keys are made use of, they should be of very hard wood, having a curled grain, which resists the insertion of the staves opposed to it. To prevent lateral movement sagging is adopted, in addition to the ordinary method, and a small tenon or key is inserted in the end of each piece, and secured by a bolt passing through the mortise, as shown in Figs. 475 to 479. Where it is necessary to lengthen a beam or pier, so as to make it longer than is required, a short piece of wood is inserted between the ends of the pieces, and this must be made use of from that which is required for a strain in the direction of its length. When timber is subjected to any considerable pressure, as in building a bridge over a river or canal, or in making a fire is supported, the securing requires to be further secured by iron bars, made to pass through a longi- tudinal piece laid to cover the under side of the joint. Flooring-plates for floors in houses or buildings, or of a magazine or warehouse, are generally formed exactly square. Some timber will support, while that of another quality will suspend; the most, therefore, is used for flooring-plates. The floor-boards are usually laid at right angles with each other; however, it is generally used for these purposes, in consequence of its horizontal sectional area occupying less space than that occupied by any other form. When a tenon is mortised through to receive a king or queen post, and it is necessary to provide for the means of holding it up, the tenon should not be too deep though, as it is not advisable to depend entirely on one side; but left straight on one side, and cut off at right angles with the direction of its motion on one side, and left straight on the other; the tenon should be so cut that the lower and upper parts may be held together by means of two wedges driven into each end; these wedges must be so placed that those which force the tenon against one side of the mortise hold, and prevent it effectively from being drawn out; and on each end there should be an iron bar passed through the mortise. Tenons may be wedged at the end; but to do this they must be made long enough to pass entirely through the mortice; two saw-cuts are then made across it; and the wedges are driven home. The tenon sometimes splits, but not sufficiently to injure its strength. When in machinery it is not prac- ticable to cut the mortice as adopted; the tenon is made to fit the mortice Illustration showing a wooden structure with a mortised connection. 680. Illustration showing a wooden structure with a mortised connection. 681. Illustration showing a wooden structure with a mortised connection. 682. Illustration showing a wooden structure with a mortised connection. 683. Illustration showing a wooden structure with a mortised connection. 684. Illustration showing a wooden structure with a mortised connection. 685. Illustration showing a wooden structure with a mortised connection. 686. Illustration showing a wooden structure with a mortised connection. 687. Google CARPENTRY. 317 mainly, the wedges are loosely put into the saw-cuts, as before, and the whole is driven to its place. When the wedges touch the bottom of the mortise, they cause it to spread, and thus hold the wood firmly in its place. Inverted mortises some degrees resembles mortising and tenoning, and is more adapted to uniting together the angles of framework. The feet of the rafters require the mortises and tenons to be car- ried up to the top of the wall, and this is effected by driving a wedge into each mortise. The portion of the rafter is inserted into the tie-beam, and another small pin is put into the upper part of it: both mortise and tenon are cut at right angles with the inclination of the roof. In Fig. 688, the rafter, as the bear has been shown in a horizontal position, is inserted into the tie-beam, and a small pin is put into it. Struts and braces which are headed require but little mortising to keep them from sliding out of their places; but when they are flat, as in the case of rafters, they must be mortised on both sides. Sometimes sometimes occur that they become loose, particularly where there is not much stress upon them. King-peg, queen, and principal rafters are usually made to great accuracy, and are secured by straps or ties when they unite with the tie-beam, as in Figs. 694 to 696 ; and as no strap should embrace A diagram showing two parallel lines with a small gap between them. the head of the king and queen, and unite with the principal rafters, the feet of which, in large build- ings sometimes have their abutment in a cast-iron shoe, which prevents the splitting off the end of the tie-beam. The ends of king or queen posts may have a screw-bolt passed into them, which allows the nut to be turned at pleasure; but this is not always necessary. When a post is very long, it may be divided into two par- ticles by necessity. This is, in many instances, preferable to the iron strap, and keys or screws put in. Whatever form we adopt for the butt-joint, we must be careful that all parts bear alike; for, in general, one part will not bear without injury to another. The butt-joint should be so placed as to prevent changes. When it has come to their bearing, they should exhibit an equally close joint; and as large wooden ones are moved with great care, they should be kept in a perpendicular position. Where it is found necessary, therefore, to set out with great precision, and worked, with regard to its line, with great care; for if it be not so done, there will be set out with great precision, and worked, with regard to its line, with great care; for if it be not so done, there will be set out with great precision, and worked, with regard to its line, with great care; for if it be not so done, there will be set out with great precision, and worked, with regard to its line, with great care; for if it be not so done, there will be set out with great precision, and worked, with regard to its line, with great care; for if it be not so done, there will be set out with great precision, and worked, with regard to its line, Whatever form we adopt for the butt-joint... whatever form we adopt for the butt-joint... Whatever form we adopt for the butt-joint... whatever form we adopt for the butt-joint... Whatever form we adopt for the butt-joint... whatever form we adopt for the butt-joint... 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When the doors are at the sides, the truss may be formed over the heads. The posts should all be strapped to the truss, so that they may be easily removed when the work is finished. The weight of a square of quartered partition may be estimated at from 12 cwt. to 18 cwt., and every piece of timber used in such partitions should be carefully selected, as it will be found that the best timbers are those which are at their best points of bearing. In several timber houses, mills, etc., the frames or external walls, which are formed of upright posts, placed at a distance equal to their length; these are mortised and ten- ned into a solid frame, and the whole is covered with a sheet of wood. This is called a "frame" or a larger building; and into these, which form openings for doors and windows, are framed horizontal panels, which are also mortised and tenoned into the frame. The following is a plan of St. Andrew's cross. Above the lintels, and beneath the sill, short quarters or punches fill in the space, and prevent any water from getting under them. The upper part of this building should be placed on brickwork, or a wall of masonry, as so as to be kept quite close of the ground. Floors.--The bearings are equal, if joints of the same width, but of different depths or thick- nesses, are used in one floor and another. Thus, if two floors have each 6 inches thickness of wood when the joists are 4 inches deep, they are as strong to those of 8 inches in depth, as 36 to 84 of the square foot; but if both have 8 inches thickness of wood, they are as strong to those of 4 inches as 144 to 576 of the square foot; that is to say, that one third more timbers give a strength double that of the other. When equal strength is required in two floors, they should be laid parallel to each other at some distance apart. Such a floor contains the same quantity of timber as if entirely formed of 6-inch planks; the strength of timber being as the square of its vertical thickness; it results that the strength is in proportion to the square of its breadth; therefore, if we take two pieces of wood having equal lengths and equal thicknesses excepting in breadth, and put one on top of the other, but had the whole been formed 6 inches thick instead of with 6 inches apart, it would have been stronger than either by nearly half its own weight. Hence it follows that when a tree is cut longitudinally, and formed into two pieces, these will support less than they would do when cut through in the original tree, arising from the circular concave rings which compose the tree being cut through, while in cutting transversely they remain unbroken. It is evident that when a tree is cut lengthwise it is less close where it has been sawn, it is also more susceptible of change from humidity on alternation of temperature. Joists whose width is less than half their vertical thicknesses, are subject to twist and bend at most angles; and this is especially true when they are laid parallel to each other at some distance apart. We have here numerous examples four or five hundred years old, where the timber selected has the pitch in the middle; and yet these beams have twisted out of shape. This is owing to the fact that when a tree is sawn across its diameter it becomes very thin at its ends; hence it cannot bear much pressure without bending. It also teaches us that timber whether sawn or unseasoned, used for a floor of 16 feet height, composed of 12 joists, 8 square inches each placed at a distance of 1 foot apart, is much stronger than another of 8 joists by 4 feet apart. This shows how important it is to use large timbers in ordinary cases; and how small timbers in both cases. Cross-jointed floors consist of one series of joints, which ought to be left down or hauled on to wall- plates of sufficient strength and spanning to form a tie, as well as a support to the floors. Each joint should be equal to half that spanned by it; thus if there be eight joists in a row, each joint must not only carry its own weight but also that carried by all those below it. If this cannot get a bearing on the wall, they are let into trimmers or pieces of timber framed into the two nearest joints that bear a bearing; into this the other joints are mortised. As in framing roofs sup- porting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns; so in framing floors supporting heavy loads on stone piers or columns.;so Illustration showing a cross-jointed floor with joists and supports. 391 To find the depth of a joint, when the length of bearing and breadth in inches is given: divide the square of the length into first between the supports by the breadth of the joint at its ends, and take one-third part thereof as depth for each joint. If there be more than one joint per foot between supports (as there often are), then divide each joint by three times its number between supports. In laying up such a floor as described above, great care should be taken not to allow any part beyond the face of certain cut timber to lie flat upon any other piece until it has been driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If any part lies flat upon another before being driven home firmly against its fellow. If there be more than one joint per foot between supports (as there often are), then divide each joint by three times its number between supports. In laying up such a floor as described above, great care should be taken not to allow any part beyond the face of certain cut timber to lie flat upon any other piece until it has been driven home firmly against its fellow. Carpentry. 319 Double floors are formed of joists, headers, and ceiling-joints. The headers rest upon the plates bolted on the walls, and serve the purpose of supports to the joints which are bridled on them, as well as to the ceiling-joists, which are pulleys mortised into their sides. When the depth of a header is measured by the distance between its upper and lower edges, this measurement will be less than the length of the beam in inches, and the cube root of the quotient, multiplied by 8.43 for pine and 6.04 for fir, will give the length of the beam in feet. When a greater depth is required, divide the square of the length in feet by the cube of the depth in inches, and multiply the quotient by 8.43 for pine and 6.04 for fir. The above rule supposes the headers to be placed at a distance of 4 feet from each other. Binding-joints (Fig. 69) must be framed into the girders, and care must be taken that the bearing plate is fastened to the wall with bolts driven through it into the floor-boards below, and placed at one-third of the depth, measured from the lower side. When binding-joints only are employed, they may be made of small timbers, or of a sufficient thickness to take the load of the ceiling-joists, which are small timbers, and only of a sufficient thickness to take the load of the beams. In all cases where binding-joints are used, they must be placed at least 4 feet apart, by the cube root of the breadth in inches, and multiplying the quotient by 0.64 for pine or 0.47 for fir, which will give their depth in inches. Ceiling-joints are usually notched to the under sides of the headers so as to receive them; but when they are not so notched, they must be laid upon a bed of mortar or plaster, and given more slope. Recesses—General Remarks, applying only to plain basements. Gardens should always be placed so as to have good supports for their extremities. Those intended to support floors should be so constructed as to carry their weight without injury to any part of them. In such cases it is necessary sometimes to lay them sufficiently across the room, so that no inclined plane should be avoided if possible. It is better to provide very strong templates over the openings to carry the girders and save the expense of making them stronger than necessary; but if they are not strong enough to transmit their weight safely over them, it is advisable to make them strong enough to transmit their weight safely over them, especially at or near the center of their length, where the greatest strain comes upon them. All floors should be laid on a bed of mortar or plaster, which will spread up against the sides of either bearers. They distribute the weights thrown upon them by the floor and give the latter a solid hold upon the side-walls, so that these are not broken down by any great pressure. The walls generally rest upon an offset (Fig. 69), or upon a sill (Fig. 69), or "cogged" (Fig. 69) upon them. If the joints are of unequal depths, the notches are varied in depth also, so as to keep the upper surfaces of the joints in the same plane. Cogging or cogging joints are good for wood floors only; but when stone or brick is used for flooring, it is better to use some stones dovetailed into each other where they meet at the angles of a building; but there are great objections against this plan; for instance, when two or more pieces are required to extend along one side of a wall, they cannot all be dovetailed together. Treaded floors for size of wallsplates: For a 20-foot bearing, 4 inches by 3 inches. | Size | Depth | |------|--------| | 40 | 3 | Binding-Joists on "Common Joints"—These are generally laid about 12 inches apart from center to center, or sufficiently near to prevent the deflection of the floor-beams. Joists should be laid on a bed of mortar or plaster; and when they rest upon holding-boards, especially at the heading-joints where four nails come together. They should never be more than three courses thick; but when they are laid on a bed of mortar or plaster they should be as thin as possible; and when two or more pieces are required to extend along one side of a wall, they should all be laid together. Waterproofing—The usual method is to cover all loose materials with boards fitted into the joints of a floor, to prevent the passage of sound or smell from the room below. *The remainder of this article is mainly condensed from "Notes on Building Construction", adopted by the Board of Education for Schools and Technical Instruction.* A diagram showing a ceiling joint with bindings. A diagram showing a ceiling joint with bindings. A diagram showing a ceiling joint with bindings. A diagram showing a ceiling joint with bindings. 320 CARPENTRY. Sills of cork or list, along the upper edges of the joists upon which the boards are nailed, are recommended by Tredgold as a means for reducing the passage of sound. Felt or felt-paper over the boards and under the floor is also used. There may often happen that, on account of fires, fireplace, or from other causes, it is inad- vantage to let the ends of the joists rest on particular parts of the walls, and it is necessary that they should be bridged with some material. This is done by placing a piece of wood between two or three places, etc., they are stopped short of the portion of wall to be avoided, and such a timbro between the two nearest bridging joists bearing on the wall, on each side of the portion to be avoided. The joints between these pieces are called "bridging-joints." As they have to carry more weight than the other bridging-joints, they are made wider. Tredgold's Rule.-To the width of the common joints add one-eighth of an inch for every joint carried by a piece of wood placed between two or more joists. When the trimming joints are deeper than the others, they need not be so wide in proportion. Planks Between Joists.—The boards are simply laid side by side, as close as possible (see Fig. 69), a nail A diagram showing a plank between joists. or generally two being driven through the boards into each joint. The inevitable shrinkage of the boards, as at A, will cause openings through this description of floor. Rehaut, of which the section, Fig. 69, explains briefly. Here a considerable shrinkage may take place, as at B, and consequently a considerable space will remain between their edges. "Filled" is another name for the joint shown in Fig. 69. Rebated and filleted.—A rectangular rebate is cut out along the lower edges of the boards, as in Fig. 69, and the space filled in with a strip or "fillet," consisting usually of oak or hard wood. It will be seen that this method is not only less expensive than that of driving nails through the boards but worn down nearly through its whole thickness before the fillet is exposed. Flapped and grooved.—A narrow groove is cut on the side of each board, and an iron or wooden tongue inserted (Fig. 69). It will be noticed that this shares some of the advantages of the filleted joint, but the tongue is sooner bald when the floor is much worn. The tongue does not keep its shape long enough to prevent it from becoming worn away; and it may be got out before it is exposed. Overlapping.—In Fig. 70, it will be seen that the tongue is worked upon both sides of the groove cut in the other. This is not an improvement on the joint last described; the tongue is necessarily thicker, and thus causes a thinner piece of wood to be left above the groove. This rule also fails when worn down. Dovelled.—Small oak dowels are fixed along the edge of one board to fit into holes in the other, A diagram showing dovelling. in the spaces between the joints (see Fig. 71). Dowelled floors show no nails on the surface; only one end of each board is nailed obliquely, the other being kept up by the dowel. Of the joints above described, those illustrated in Figs. 69 and 69 are used chiefly for inferior floors; those shown in Fig. 69 for warehouses or barracks; those in Figs. 69 and 70 for ordinary A diagram showing different types of flooring joints. CARPENTRY. 321 floor of a high class; and that in Fig. 991 for very superior floors. The joints to Figs. 690, 697, and 700 necessitate the use of a larger quantity of boarding to cover a given surface than in the other joints are adopted. **Mortised and tenoned joints in floors are seldom long enough to go right across the room. In such a case the joint between the end of one board and the next is called the "heading joint." Readings should always be made with this in view.** **Square heading.—In this, the ends of the boards simply butt against each other, similarly to the side-joints to Fig. 690.** **Dado or "bead" heading.—The ends of the boards are splayed to fit one another, as shown in Fig. 702.** **Tongued heading.—The ends of the boards are cross-grooved, and laid with a cross-grain wood, or a mesial tongue, similar to that shown for the side-joints in Fig. 699.** **Robust heading.—This is a strong form of dado heading, in which the joints shown in Fig. 697.** **Porked heading.—In these the ends of the boards are cut into a number of sharp salient and reiterating notches, whose edges are parallel to the surface of the floor. These notches fit snugly against each other, and thus make a very strong joint. This method is used when they are extremely troublesome and expensive to make.** **Boarding.—The usual method of laying boards (from bottom to bottom down to strips of 3 inches or a inch wide), so that the shingles are at least 1 inch apart, and the joints can be kept tight. Floor-boards are generally laid on a bed of sand or mortar, by means of flooring-creams; but in common floors they are laid on a bed of sand alone. For fillings, then: Two boards are laid and nailed at intervals equal to their own width, less than the width of three or four boards. These are put up with their edges parallel to each other, and planked upon them, and spanning upon it (see Fig. 703). The boarding must be of the same length, so that their bedding-joints fall into one line, and are not properly broken. **Gewelled flooring.—Flats or boards, which have the weight should, as a rule, be laid thin narrowways way out of the principal rooms; the bearing timbers may be arranged as to lie in the principal walls, or if the building forms a corner, having two or more external walls, they may be laid in an opposite manner. The bearing timbers should be placed as near as possible to the outer wall, so that they may support all the load without any danger of their being lifted off their supports. The clear spaces round them for circulation of air. Timber posts over several points of support, such as joists or beams, should be placed at intervals not exceeding 8 feet apart; and where possible, as far as possible, by which their strength is greatly increased as compared to what it would be if they were laid on a single beam or post. The bearing timbers should be laid at right angles to the direction of traffic; thus uniformly loading them tightly at the ends increases their strength by half; but this can seldom be done in practice. If the ends are built into the wall, they have a tendency to strain and decay; therefore they should be left free from contact with the wall until they have been in use for some time; after which they will take place in the house. All floors near the ground should be ventilated, to secure a perfect circulation of air; but this is not necessary in upper stories unless there is any danger that will take place in the house. All floors near the ground should be ventilated, to secure a perfect circulation of air; but this is not necessary in upper stories unless there is any danger that will take place in the house. For the same purpose openings should be left in the sleeper walls carrying the intermediate walls of ground-floors. The ground below the floor should be thoroughly drained, and covered with ashes or gravel. **Chestnut flooring.—Chestnuts are light woods suitable for laying on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. Chestnuts—Joints are light woods suitable for laying on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. Chestnuts—Joints are light woods suitable for laying on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. Chestnuts—Joints are light woods suitable for laying on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. **Parquet flooring.—The parquet flooring consists of small pieces of wood laid on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. Chestnuts—Joints are light woods suitable for laying on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. **Parquet flooring.—The parquet flooring consists of small pieces of wood laid on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. Chestnuts—Joints are light woods suitable for laying on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. **Parquet flooring.—The parquet flooring consists of small pieces of wood laid on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. Chestnuts—Joints are light woods suitable for laying on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. **Parquet flooring.—The parquet flooring consists of small pieces of wood laid on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. Chestnuts—Joints are light woods suitable for laying on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. **Parquet flooring.—The parquet flooring consists of small pieces of wood laid on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. Chestnuts—Joints are light woods suitable for laying on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. **Parquet flooring.—The parquet flooring consists of small pieces of wood laid on top of a wooden floor to prevent its warping; also for covering floors made of stone or brickwork. Chestnuts—Joints are light woods suitable for laying on top 323 CARPENTRY. them will sustain no injury. The framing of the truss should be so arranged as to throw the weight upon the points of support in the walls at the end of the truss. Planks, planks, or beams, of oak, ash, or other strong wood, of queen-post form may be used, as in Fig. 704, which is taken from Tredgold's " Carpentry." The braces $b$ correspond to the principal rafters, and Tredgold recommends that they should be inclined at an angle of about 60° with the sill $a$ &c. The door-stile $d$, full length, is fixed by means of a pin through the bottom plate, while the top plate is secured by a strap passing over the tie-beam, and may pass between the floor-beams. The ends of the top plane or "head" $H$ of the truss are supported by the walls which support the partition, and should not rest upon the walls unless the wall is secured by straps to the head. The filling-in process, "studs," "ceiling," "ceiling boards," "ceiling plates," etc., should be of light timber, about 8 inches thick. About 5 inches between them, and about 3 inches--that is, between two studs--the partitions are framed in. The partitions should be stiffened at vertical intervals of 4 or 5 feet by short strips called "nogging-plates," or by continuous rails, $a$, noted on to the uprights and nailed to the studs. These rails are called "nogging-plates," or "double quarterings." To avoid the waste of material caused by checking these out to form shadows, an allowance is made for this in the plan. The studs should be placed at such a distance apart as will suit the length of the laths. They are usually placed at intervals of from 18 to 24 inches centre-to-centre, so that the ends of the laths can be nailed to them. They are tenoned to the top and bottom plates, and are also nailed on to the braces. They should be stiffened at vertical intervals of 4 or 5 feet by short strips called "nogging-plates," or by continuous rails, $a$, noted on to the uprights and nailed to the studs. These rails are called "nogging-plates," or "double quarterings." To avoid the waste of material caused by checking these out to form shadows, an allowance is made for this in the plan. The studs should be placed at such a distance apart as will suit the length of the laths. They are usually placed at intervals of from 18 to 24 inches centre-to-centre, so that the ends of the laths can be nailed to them. They are tenoned to the top and bottom plates, and are also nailed on to the braces. They should be stiffened at vertical intervals of 4 or 5 feet by short strips called "nogging-plates," or by continuous rails, $a$, noted on to the uprights and nailed to the studs. These rails are called "nogging-plates," or "double quarterings." To avoid the waste of material caused by checking these out to form shadows, an allowance is made for this in the plan. The studs should be placed at such a distance apart as will suit the length of the laths. They are usually placed at intervals of from 18 to 24 inches centre-to-centre, so that the ends of the laths can be nailed to them. They are tenoned to the top and bottom plates, and are also nailed on to the braces. They should be stiffened at vertical intervals of 4 or 5 feet by short strips called "nogging-plates," or by continuous rails, $a$, noted on to the uprights and nailed to the studs. These rails are called "nogging-plates," or "double quarterings." To avoid the waste of material caused by checking these out to form shadows, an allowance is made for this in the plan. The studs should be placed at such a distance apart as will suit the length of the laths. They are usually placed at intervals of from 18 to 24 inches centre-to-centre, so that the ends of the laths can be nailed to them. They are tenoned to the top and bottom plates, and are also nailed on to the braces. They should be stiffened at vertical intervals of 4 or 5 feet by short strips called "nogging-plates," or by continuous rails, $a$, noted on to the uprights and nailed to the studs. These rails are called "nogging-plates," or "double quarterings." To avoid the waste of material caused by checking these out to form shadows, an allowance is made for this in the plan. The studs should be placed at such a distance apart as will suit the length of the laths. They are usually placed at intervals of from 18 to 24 inches centre-to-centre, so that the ends of the laths can be nailed to them. They are tenoned to the top and bottom plates, and are also nailed on to the braces. They should be stiffened at vertical intervals of 4 or 5 feet by short strips called "nogging-plates," or by continuous rails, $a$, noted on to the uprights and nailed to the studs. These rails are called "nogging-plates," or "double quarterings." To avoid the waste of material caused by checking these out to form shadows, an allowance is made for this in the plan. The studs should be placed at such a distance apart as will suit the length of the laths. They are usually placed at intervals of from 18 to 24 inches centre-to-centre, so that the ends of the laths can be nailed to them. They are tenoned to the top and bottom plates, and are also nailed on to the braces. They should be stiffened at vertical intervals of 4 or 5 feet by short strips called "nogging-plates," or by continuous rails, $a$, noted on to the uprights and nailed to the studs. These rails are called "nogging-plates," or "double quarterings." To avoid the waste of material caused by checking these out to form shadows, an allowance is made for this in the plan. The studs should be placed at such a distance apart as will suit for finishing off edge of projecting board, such as tread of a step or stair case; see Fig. Quirked bead--In Fig. 704 circular portion is section of bead; and inclination at side is shown in dotted line. A double-quoited bead is one with a quirk on each side; as in Fig. 707. It is also known as a "finial bead." A single-quoited bead is one with a quirk only on one side; as in Fig. 708. It sometimes called a "return bead." A quirked bead is one with quirk above surface of board. In order to avoid reduc- ing whole surface of board, bead may be made in a separate strip, or laid in a shallow groove; as in Fig. 706. Diagram showing framing details for a truss structure. CARPENTRY. 323 A curved head and fillet is one resting upon a flat strip or fillet slightly wider than itself, and planted on to the surface of the board. Beading consists of parallel beads placed close together. The beading is used to give a smooth appearance to a corner, or fillet. The distinction between a bead and a head, is that the former is always surmounted by a fillet. Shaping is cutting the edge of a board to form a curve, or by planing off a shaving. A bead is said to have its "edges show" when both edges have been made smooth and true with a plane. Drilling is cutting the edge of a board to an irregular surface. Chamfering is taking off the "mitre" or sharp edge, so as to form a flat, narrow surface down to a square angle, which is called the chamfer. It is often used for the purpose of joining two pieces of timber. Chamfers are also often used for the same purpose as beads, especially on the edges of boards where close joints, as so not only to form an ornament, but also to hide the opening caused by distichage. Joggle is the angle formed by the meeting of chamfers on two adjacent edges. Mortise and tenon is the joint formed by cutting out a rectangular cavity in one piece of the article, and inserting into this cavity another piece of wood, usually of equal thickness. The mortise is cut in the piece to receive the tenon. Frames--Frames in joinery consist of narrow pieces of wood connected by mortise and tenon joints, and are generally used for covering windows, doors, etc., and for making furniture. In every frame the vertical pieces are called "stiles," &c (Fig. 115), the horizontal pieces "rails," &c. Rabbet is the space left between two pieces of wood forming a frame, so as to allow them to move freely against each other. Panels.--Panels in joinery consist of narrow pieces of wood connected by mortise and tenon joints, and are generally used for covering windows, doors, etc., and for making furniture. In every frame the vertical pieces are called "stiles," &c (Fig. 115), the horizontal pieces "rails," &c. Tria A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z A B C D E F G H I J K L M N O P Q R S T U V W X Y Z 324 CARPENTRY. is finished and cleaned off ready for fusing. The ends of the rails are formed with tenons of differ- ent kinds, as shown in Fig. 712. These fit into mortices in the stiles, and are then secured by wedges. The top rail is made of two pieces, one being the upper part, and the bottom rail a double tenon at each end. The lock rail is provided at $d$ with a double tenon, strengthened by a haunch between the two parts, thus giving the necessity of a very large mortice in the stile near its two $t$s to avoid. The lock is a $c$-shaped lock, which is used for a thick door, that end of the lock which is to be fixed should be cut away so as to leave a double tenon, as shown at $f$; between this tenon and the lock, which can be in- serted without interfering with its operation. The construction of this joint is shown in Fig. 713. The position of the hole for the pin of the hinge is shown in Fig. 714, in order to show the screws more distinctly. The common method here adopted is to make an ordinary double tenon on the lower part of the framing (like that at $d$), and to cut away the portion where the formation of the space for the lock cuts away por- tion of the tenon, and weakens the joint. The frame is composed of two pieces of the same material as that of the stiles, and rails, are grooved down the centre about half an inch deep and for one-third of an inch wide, to receive the paints. The edge of the panel is shown in detail in Fig. 715. The door, having been made, the tenons carefully fitted into the mortices, are put together without any fastening, and left until imme- diately before they are required to be painted. Before being fixed, the door is taken to pieces, the mortices cleared out, the panels covered with glue, and then put together again. The tenons are then driven home with a hammer and chisel. The small wedges $w$ are then dipped in glue and driven in as shown on each side of the stiles, the flat part of the wedge being driven into the mortice; these are then driven home with a hammer as shown as originally fixed. Those for the top and bottom rails have been cut out flush with the stile ; this is shown so far for the sake of illustration, but in practice they are not cut out flush with either part of the door but put through holes bored in them; when they are laid upon a flat surface till all their glue is dry. Windows.—Several rules are given by different writers for the size of windows as regards ap- pearance. These need not be entered upon. The undiminished way may be useful to regulate the size as follows: The area of light should $m = c \times b$ contents of room (Morris). The height generally from $a$ to about $b$, but sometimes from $a$ to $b + \frac{1}{2}b$. The width from $a$ to $b + \frac{1}{2}b$ or less. The cost per square foot of room dwelling-house, or a house sufficient to 80 or 90 feet inside. Windows (Gallion). The window will usually be about 2 feet 6 inches from the floor inside. Windows are usually placed at intervals of 10 feet apart. This is considered a good rule of con- sulation. Windows consist of two parts : 1st. The main case (including the glass) which holds the glass. 2. The frame carrying the sashes. The sashes may be fixed ; hinged on the sides to open like a door, either inwards or outwards; or hinged on one side only to swing open like a door; or fitted with counterweights to slide up and down; arranged to slide laterally; or hung on pivots near their centre. The frames may be solid or hollow. The latter (which are called "boxed or framed cases") are required for large windows. Stains are arrangements of stage for convenience according from one level to another. The stairs must be so constructed that they shall give support to all persons who use them; that is, the walls of which closely surround and support the steps; or if stairs may be in a large apartment, such as a hall or passage-way, they must be so constructed that they shall give way for persons on the steps; and such furnishing combination between the stairs and the different stories of the building. Tread is a horizontal upper surface of step upon which foot is placed. Rise is the verti- cal height between two tread. Rise is the face or vertical portion of step. Noting is the outer edge of tread. In most cases it projects beyond face of rise, and is rounded or curva- 70 A diagram showing various parts of a door frame. CARPENTRY. 335 used by a moldering, being known, accordingly, as a " rounded " or " unrounded " molder. Flutes are the ordinary stages of rectangular shape in planks. Windows are the steps of triangular or taper form in plan, required in turning a corner or going round a curve. The small ends of windows are some- times called " sills," and the large ends " heads." The term " head" is applied to the part of a window which is at the flat resting-place at the top of any flight. A half space is a landing extending right across the width of a flight of stairs, and is sometimes used in place of a landing extending along the length of a flight. The pingo of a stair is the distance from the top step to the bottom step. In this sense, sometimes taken to mean the width of the stair, that is, the length of the steps. The going of a flight is the distance from the top step to the bottom step, measured parallel with the face of the steps. The going of a stair is also measured parallel with the inclination of the steps, and thus parallel to the inclination of the stair. Naves are post or columns used in some kinds of stairs, and are sometimes called " posts." When they are placed so that their tops are too low to rest, the staircase is said to have an " open novel." The handrail is a rounded rail, parallel nearly throughout its length, and usually attached to both sides of each stair. It is designed to hold the step as to be conveniently grasped by a person on the stairs. Balusters are slight posts or bars supporting the handrail. Nowhere else in carpentry are the dimensions of staircases and steps so regulated by the purposes for which they are intended. Lengths of stairs and steps should not be less than from 8 to 4 feet long, so as to allow two persons to pass, and no superior buildings they are very much longer. From 10 inches wide is considered sufficient for one person to pass alone; but for two persons to pass together, the total height to be placed between the floors, and the spaces that can be afforded in plan. The wider the stairs the less rise should be, as steps which are both wide and high require a great exertion to climb. Authorities differ widely as to what is sufficient width for one person to pass alone. The following rule is often adopted for steps of the dimensions ordinarily required in practice, i. e., 10 inches wide by 6 inches deep; but it may be varied according to circumstances. With a tread of 10 inches, the riser would be 4 inches; with a riser of 6 inches, the tread would be 8 inches. The tread of a step should, however, never be less than 9 inches in width, even for the common stair; while, for fire-stairs and public buildings, the stairs may have treads from 12 to 14 inches wide. The depth should be such as will allow two persons to pass together without touching each other's shoulders; and such as will allow one person to pass alone without touching either side of another person who may be passing in front or behind him. Where there is no opening or well-hole between them, there should be a landing, so that weak people may have a rest at short intervals. Two consecutive flights should not exceed 10 feet in height. DIFFERENT FORMS OF STAIRS.—A straight stair is one in which all the steps are parallel to one another and perpendicular to the floor upon which they stand. This is generally called a straight stair. A dejected stair is so called from its being bent or crooked suddenly into flanked semicircles or a dog's leg. In this form of stair the alternate flights are opposite directions. The ends of these flights are called " dog's legs," and are sometimes called " dog's teeth." They are either high or low, so that there is no opening or well-hole between them. A perpendicular stair is one in which there is an opening or well-hole between the backward and fore- ward flights. Circular stairs are composed of steps contained in a circular or semicircular staircase, toward the centre of which they all converge. All the steps are necessarily winders. PARTS OF WOODEN STAIRS.—Stairs are three boards or pieces of lumber placed as an inclination to support the steps of any stair. Wooden stairs of the commonest description are thus constructed: A diagram showing three wooden stairs with risers and treads. Two strings, S & S, Fig. 718, are fixed at the slope determined upon for the stairs ; in these, rectan- gular notches are cut, each equal in depth to the riser, and in width nearly equal to the tread of a step: upon these, boards are nailed, forming the treads f and risers r. In stairs of a better description A diagram showing two wooden stairs with treads and risers. 386 CARPENTRY. the outer straights are cut as above described; but the ends of the rives, instead of coming right through and showing on the outer surface of the string, are mitered against the vertical part of the notch in the string, as shown at a in Fig. 714 (plan), the other end of the step being, as before, housed into the string. The steps are then finished by cutting off the edges of the string, which are not milled, as shown in Fig. 714, to receive a return moulding, forming the meeting of the end of the step. The string is then finished with a moulding, as shown at b in Fig. 714. Board strings.—As many common staircases the strings, instead of being notched out to receive the steps, are left with their upper surfaces parallel to the lower, and grooves are cut into their inner side to receive the steps. These strings are called "board strings." The upper edge of the string is said to be "housed" into the string, Fig. 715 is an elevation of the inner side of a housed string, showing how it is made. The plan below shows how this string is laid in its course through the steps, showing the trends and all the risers e in position. These are secured by means of wedges f, which are driven into holes g in the string. The spaces between these strings are sometimes formed with two tenons at each joint, which fit into mortises cut through the string. Open strings are those, such as the cut strings, or cut and milled strings, described above, which are cut so as to leave a space between them. Wrought strings is one brought into a continuous sweep round the whole wall of a geometrical stair. The rail is cut away from the wall at each step. The outer string is the string at the end of the steps farthest from the wall (fig. 8). A round string is an additional support between the former two, in stairs of more than 8 or 6 feet in width. In narrow stairs where only two strings are needed. Wooden strings are formed of boards, as shown in Fig. 715. The risers are united to the tread by TIA. TIT. jointed, which may be grooved and tongued, as in steps 5,-6., feathered, as in step 4,-or rebated, as No. 8; in every case the joint is good. The rise often has its upper end tongued, the lower being feathered or rebated; but this is not necessary. A good stairway is one where no room practice is to house the lower edge of the rise into the tread below, as it is not a good construction. The joint between riser and tread is made by small blocks glued into the inner angle, as shown in steps 3 and 4; these may be either rectangular or triangular in section. The inner ends of the treads are usually covered with strips of wood or leather nailed on with nails or by rough brackets, c attached to the rough strings or carriages. These brackets may be pined slabs alonged along the string or they may be nailed on with nails or by rough brackets. The outer string over the risers, and are finished with a rounded or a moulded nosing; the proportion of the nosing being generally equal to the thickness of the tread. When a moulded nosing is adopted it should be placed at least 2 inches from any point on any part of a stairway. The angles between risers and treads should be kept square; that is to say, when measured across diagonally from one angle to another they should be equal. The thickness of risers should be increased by one-eighth of an inch for every 6 inches added to the depth of the step. Forbes's "Staircase," London, 1800; "The Staircase," London, 1800; "The Staircase," Paris, 1801; 1804, 1816; "L'Art de l'Escalier et du Carpentier," Jousse, Paris, 1751; "Specimen of Ancient Carpentry," London, 1839; "The Art of Building," Jousse, Paris; "Architecture," Paris; 1844; "Tread-Plans," Jousse, Paris; 1845; "L'Art de l'Escalier et du Carpentier," Jousse, Paris; 1850; "Tread-Plans," Jousse, Paris; 1852; "L'Art de l'Escalier et du Carpentier," Jousse, London; 1853; "Tread-Plans," Jousse, Paris; 1854; "The American State-Builders Guide," De Groot New York, 1842; "Tread-Plans," Jousse, Paris; 1855; "The American State-Builders Guide," De Groot New York, 1842; "Tread-Plans," Jousse, Paris; 1856; "The American State-Builders Guide," De Groot New York and New York City; "Coursé de Bâtiment," Paris; "Art of State-Building," Perry; "Papers on Carpenter's Work," Jousse London; "The American State-Builders Guide," Jousse London; 1862. "The Carpenter's New Guide" Adapted for Use in Chapmans & Grand Portion's Arden, Paris; 1863. "American State-Building" Riddle Philadelphia; 1864. "Text-Book of Modern Carpentry" Riddle Philadelphia; 1865. "Modern Carpentry" Riddle Philadelphia; 1866. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "American State-Building" Riddle Philadelphia. "The Practical House Carpenter," Paris new by Brooks, 1860. CARTRIDGE-MAKING MACHINERY. 327 Cartercy and Joliers' Turbuck, London, 1853: "Instructions to Stoweling and Handling," Banks, London, 1849-68; "The Carpenter's and Jolier's Handbook," Holly, New York, 1866; "The Modern Carpenter and Builder," Riddle, Philadelphia, 1887; "The Science of Building," Tarn, London, 1890; "The American House Carpenter," Hackett, New York, 1879; "The American House Carpenter," Hackett, 5th ed., New York, 1879. CLARKE'S MILLING AND MILLING-MACHINERY. CLARK'S RAILWAY. See Railway Cars. CARTON PIERRE. Paper pulp mixed with whitening and glue. It is pressed into any desired shape by means of a press or by hand. It is used in the manufacture of cards in relief; to imitate engravings in theatres, and also for the manufacture of fancy articles, picture-frames, etc. CARTON-PUNCHER. A machine for punching holes in paper. The metallic case of the metallic-case cartidge has greatly simplified the construction of breech-loading small arms. Prior to its introduction, the loading of the cartridge was a difficult and impossible accomplishment; and the complicated arrangement of the breech mechanism had to be reserved to, with at best unsatisfactory results. The metallic cartridge overcomes this difficulty by providing a simple means of loading the cartridge into the breech. The advantages claimed for the metallic cartridge may be mentioned its completeness and simplicity, and the facts that it does not require any special skill on the part of the operator to load it, its accuracy, because of the coincidence of the axes of the bore and bolt; and added to these, there is no danger of being hurt by the recoil of the gun when it is fired. Cartridge cases are made in two sizes and with differing forms of projectile, as the short round, long cone, and taper cone; and with different types of powder. The cylindrical form is usually adopted for all but small arms. The cylindrical form is adopted for large arms because it is more convenient than other forms for the purpose of loading. The taper cone is adopted for small arms because it strengthens the weakest portion of the cartridge-case. The most common size of cartridge-case is No. 20. This size contains .22 caliber bullets. There are three grades of powder: 70 grains of musket powder, and a lubricated leaden bullets weighing .450 grain each. The core is the copper tube which forms the receptacle for the powder-charger, the percussion-composition, and the bullet. The exterior configuration is designed to facilitate its ready extraction from the gun. The core is made in two parts: one part is inserted into the breech until it reaches the bottom of the case; then it is withdrawn from the rear to a point where it seals the bullet. The second part is inserted into the breech until it reaches a point just below the top of the case; then it is inserted from the rear to a point where it seals the bullet. It is provided with a circular recess or cavity, on which the percussion composition is deposited; Two little vents at the extremity of this recess allow some air to escape during firing. The breech is closed with a piece of leather or cloth, in order that the lubricant in the case may be entirely covered and protected. To render the cartridge more convenient for use in small arms, a special type has been introduced for use in the United States Army; short section of No. 2 wire gauge, obtained in straights 25 inches long; .83 inch wide, and from .062 to .087 inch thick; employed as a single strip giving material for four cartridges. CASEMENT MANUFACTURE.-The first operation is performed by a double-beating press, to which the sheet metal is fed from both sides. The sheet metal is drawn through a series of dies which reduce its length of feed. The first shape given to the sheet is that of a flat circular disk 1.75 inch in diameter and .035 inch thick. This disk is then passed through another set of dies which cut off a strip from its circumference; this strip is then folded back upon itself along its length so as to form a loop around its circumference; while at the same time it forces out a portion of its thickness so as to make a concave curve around its circumference; this concave curve is then folded back upon itself again so as to form another loop around its circumference; while at the same time it forces out another portion of its thickness so as to make another concave curve around its circumference; this process continues until a sufficient number of loops have been formed so as to give them their proper shape. When they are finished they are removed from their dies and placed on a rack or shelf for drying. The second operation consists in drawing out each loop by means of a draw-rod or draw-bolt. These rods are made by cutting straight lines across each loop at right angles to its axis; these lines are then rolled up into tubes which are annealed to remove their denticles. The annealing is done by placing the tubes in a perforated iron cylinder, heating them red-hot in a charcoal fire, revolving them under water to equalize their heat, cooling them down slowly in cold water until they become cool enough to handle them without injury; then thoroughly washed to remove all trace of acid. The pickle is used to remove any scale or oxide occasioned by previous treatment; after this they are dried in an oven until they are dry enough to handle without injury; then rolled up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as to leave only one end uncutted; then rolling up into tubes which are annealed again to remove their denticles; while with rounded edges it is necessary to have the tube trimmed, which is accomplished by trimming off one end at right angles to its axis so as 328 CARTRIDGE-MAKING MACHINERY. the cutter, a stripper removing the tube and scrap after each operation. This machine trims at the rate of 60 a minute. In all the operations previous to and exceeding the annealing, hard oil of the best quality is used between the parts of the machine. The purpose of this oil is to prevent adhesion of the feliminate, it is of importance that all vestiges of it be removed. To accomplish this, the oil is placed in a porous solution. The heading machine is next formed by the heading machine, Fig. 719. This ma- chine consists of a head-punch, a feed-punch at one end for shearing the head, a feed-punch to fasten the closed end of the tube into the counterink. The tubes, which are a little longer than the desired length, are put into the inclined trough of the heading machine, which is made up of two parallel troughs. A shoulder on this punch, at a distance from the head, prevents the tube from extending to full depth of the tube, and any surplus of metal is cut off by a knife attached to the punch for the formation of the head. The feed-punch inserted in the trough is moved forward while the heading-punch moves forward by a powerful spring. The feed-punch then trans- ported projecting portion of the tube into the counterink of the die, forming and accurately cutting off the head. The tube being now leav- ing fast in the die as the feed-punch recedes, is formed by a second punch which is driven by a riper into the receptacle below. This process is repeated until all tubes have been formed. The tubes are now subjected to a temperature of 500° F., when they are ready for use. This portion of the shell being ready, the "cup-arrive" is made. It is punched out by a punch and die set, and then fed into a press in stripes 20 inches long, 2.125 wide, and 148 cans deep. Each strip is pressed in about 10 minutes. They now go to the "up-pressing" and "down-pressing," where they are formed into rolling rods, made of a number of small cal- tens that can be changed and sharpened at pleasure. They afterward pass to the "up-pressing" machine, where they are rolled into thin sheets, and then passed through another "up-pressing" die. The cups are fed by a revolving plate at the rate of 70 per minute. The circular depre- ssion in the cup is filled with a mixture of copper, tin and zinc, called "cup-arrive." This cup-arrive is fed into an "up-pressing" machine, in which it is pressed down to form a cup. The wrought has a flat top at the cup, into which the cup is inserted so that its bottom rests upon the proper end to be punched in order to form a cup. The cups are now washed. The "cup-arrive" is now being filled with com- position for filling, which is done by the "cup-filling" machine. This piece is made of a custom composition which is used consist of feliminate of mercury, by weight 1 part; copper oxide, 16; glass dust, 45; gum arabic, 20; and water, 10 parts. This composition, which is of the nature of a paste, is deposited in the recesses of the cup by the "up-pressing" machine. Fig. 720 shows how this paste is deposited at the head, and central revolving spina- cles carry it over to both sides of the cup, and left, on which the imprinted cups are fed to the machine. The four tubular composition-feeders at the head of the spindle deposit each of a small depending stem, down which a closely-fitting tube is drawn from each feeder. As soon as this motion of the spindle these tubular feeders are brought successively over the magnets and over the cups to be printed. At this moment a feeder is presented over the magnet (which is a shallow dish) CARTRIDGE-MAKING MACHINERY. 329 standing the composition), the latter does until its bottom is in contact with the tube, a slight shaking motion of the magazine during its progress serving to deposit compacts into the upper projecting end of the tube a sufficient quantity of composition for the priming of a cup. The maga- zine also serves to prevent the cup from being too far forward, which would cause the cup to fall off the left, which preseents the cup for priming. The motion of this plate is from left to right, while A diagram showing a machine for making cartridges. The machine consists of a central cylinder with a series of tubes extending outward from it. The tubes are filled with a mixture of gunpowder and other ingredients. A plunger is used to compress the mixture into a cylindrical shape. The plunger is then withdrawn, and the cartridge is ejected from the machine. that of the spindle is from right to left, whereby the feeders and cups are made to meet and leave each other in opposite directions. The plate is provided with eight upright movable stems, on which the magazine rests, and these are so arranged that they can be raised or lowered by means of the plane and spindle in a vertical line with each other, the cups are raised by their stems so as to receive the composition exactly in their circular recesses from the tubes of the feeders. The tube at the top of the machine is connected with a screw, which raises or lowers it according to its depending stem, and frees the composi- tion from it. The plunger is moved by the upward motion of the cup snugly into the circumference of the cylinder, and when all the composition is thus deposited at each operation. This machine prunes at the rate of 100 per hour. While the composition is still moist in the circular recesses, two brass cups and two plates are put into the headless cases and crimped together by a descending punch C, peral at the same time. This operation is performed by the uppering machine, Fig. 75. The case is placed on a tapering tapered disc D C, with stems projecting from its sides, and two brass plates A B, and cups are fed; the crimpers, which work from below, are actuated by a descending punch D, which forces the case into the disc. The primed cups are placed on another disc E F, rising from the disc, and the cases are placed on these discs by means of a central metal plate on which the discs are placed; each disc has two arms, one for each disc, which are actuated by a descending punch, which forces the cases into the disc and presses their heads back against them. The crimpers move forward from the side and bite the cups firmly into place. The central metal plate is actuated by a spring. **Bullet-making**—The bullets used are generally of the elongated variety, and are made either by compression or by pressing. Those made by compression have been found to give better results than those made by pressing. They vary in size and weight, more homogeneous and more accurate, and give better results than the cast and swaged varieties. The lead used should be pure and soft, of a specific gravity 11.85, increased by A diagram showing a machine for making bullets. The machine consists of a central cylinder with a series of tubes extending outward from it. The tubes are filled with a mixture of gunpowder and other ingredients. A plunger is used to compress the mixture into a cylindrical shape. The plunger is then withdrawn, and the bullet is ejected from the machine. 330 CARVING TOOLS. pressure to about 11.45, and which melts at 800° F., and volatilizes at red heat. The head is first cast into cylindrical bar 39.5 of an inch in diameter and 20 inches long. They are then milled, having a diameter of 42 of an inch and 36 inches long. These bars are fed to the buffer-forming machine by means of a vertical tube above a horizontal outer, which cuts off the excess material, and then forms the bullet by revolving a vertical punch the bullet with its grooves is formed. The surplus metal is removed by a second lever, the length of the die, in the direction of the space between the two cylinders, and the bullet is then removed from the machine. The dies used in this machine are made of the finest cast-steel. The dies are cut out to receive the bullet, and have both sharp and smooth edges, so that they may be easily to get them. They are hardened in oil and tempered in water, and have a light sheen on them. They are made in such a manner that only small portions of their faces just surrounding the base of the bullet are worn away when the bullet is being formed. A bullet machine makes 50,000 bullets in ten hours. The operation of trimming the base of the bullet is performed by a revolving perforated circular plate, whose teeth are formed to the base of the bullet and conform to its shape, an ester at the same time passing over the base. After this they are passed through a cylinder filled with the best lubricant: barley tallow, by weight, 8 parts; graphit, 1 part. This cylinder is revolved by a hand wheel similar to that of the buffer-forming machine. The lubricant is moulded into cylinders of about 10 inches in length. These cylinders are fed to the machine by means of a hopper, which is supplied to keep the supply constant. The bullets are placed by hand in the cylinder until it is full, and then are forced by a punch through the side groove fixed in the bottom of the cylinder. The cylinder is then lifted, so that the bullet is forced through the holes into the grooves of the bullet. The same principle is applied to power by means of the loading machine (Fig. 72), which consists of revolving circular plates with holes and a hopper and powder measure. The powder is poured into the powder measure at a minute. The former are fed into the holes or receivers, packed with powder, and then loaded into the cylinder of powder, and then under the buffer-former for a lubricated bullet. In order to prevent any accidents in such machinery, the machine is provided with a bell, which indicates to the operator of any failure in this particular. The edge of this bell is raised above that of other machines an smaller than top, where the bullet enters, than at the bottom where it leaves. In this way it is prevented that any force being equal to that of the interior of the open end of the cylinder be exerted upon it. When this case is filled, so that the edge of this cylinder be closed into the conical surface of the receiver, between its larger head hoopper about 2 feet above the machine, and is fed to cases through a paper tube 1 inch in diameter and 2 feet long. The cases are then passed through a cleaning iron, after loading, the cartridges are wiped clean and packed in wooden boxes. For much more information see "The American Machinist," published monthly by The American Machinist Company, New Haven, Conn. See also reports of Chief of Ordinance U.S.A., since 1870. CARVING TOOLS: Figs. 725 to 729 represent the various tools used in hand-carving in wood. Fig. 725 shows a plane for cutting straight edges, and is used for plane surfaces which are square, resembling superior wood and grinding. It has three blades set at different angles according to depth to be cut. It ranges from almost flat to the exact half of a circle, about eight different angles. The skew-plane (Fig. 727), a variation of Fig. 725, has edge CASTING. 331 before ground back from either corner, leaving right or left hand. It is useful for working out the inside corners of angles, where the edge of the piece might be too wide. The parting tool, Fig. 728, is a sort of gouge with an angular edge. Its cut is V-shaped, and it is quite essential for various purposes. They are made either straight or bent. Fig. 725 is only a variation of the bent tool, which is very useful and used to engrave the veins of leaves and other similar work. The parting tool is often used for the same purpose, but it has the advantage over the tools already mentioned. Their point is large enough to make a clean cut through the metal, and they are long enough to reach into the way. Fig. 728 is a scraper, and Fig. 729 a chisel for cutting. For machine-casting, see Moulding and Molding Machinery. CASTING-MOLDING MACHINE. A machine for melting of met- als and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding). LAMINATING MACHINE. A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. For melting the metal to be cast, the cupola furnace is most commonly used. The cupola furnace is under Furnace, Cylinda. The re- sults obtained by this method of making strong, dense, and safe castings. The circumstances under which this form of furnace is used vary according to preference to the cupola are as fol- low: When it is necessary to obtain sufficient blast for a cu- pola, it may be necessary to reduce down such large masses of metal as cannot be managed in the cupola; when it is necessary to give pig iron by desiccation to its highest point of temperature before pouring foundry; or when it is necessary to avoid a large amount of water where a cupola with blast could not be built or worked. Under most oth- er circumstances, however, it is pre- ferred, as the reverberatory is easily adapted to all kinds of work, except where the operations are con- stantly repeated at short intervals, except where the operations are con- stantly repeated at short intervals, except where the operations are con- stantly repeated at short intervals, except where the operations are con- stantly repeated at short intervals. WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK WATERMARK 331 There should also be a workshop for making the patterns which are to be used in the formation of the moulds. The moulding-room embraces an area of greater or less extent, but even in moderate establishments it should be large enough to contain all the materials required for casting. There are huge cranes for lifting and moving moulds and castings from one place to another. The floors A diagram showing different types of casting tools. | Tool | Description | |---|---| | 725 | Straight tool | | 726 | Bent tool | | 727 | Parting tool | | 728 | Scraper | | 729 | Chisel | **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making and Moulding) **LAMINATING MACHINE** A machine applied to the coating of metals, in which sheets of metal are passed between two plates and the place where the work is done is kept hot. **CASTING-MOLDING MACHINE** A machine for melting of metals and other substances by pouring them into a mould, or casting it into shape, and allowing them to cool in a mould or on a pattern (See Pattern-making 332 CASTING. such foundries are also covered or rather filled with moulding sand to a considerable depth, varying from 5 to 10 feet. Fig. 740 represents the interior of a foundry for heavy castings. The principal parts are as follows: a, cupola furnace; b, tuyeres; c, crane; d, oven for baking moulds; e, core of a pattern; f, core box; g, iron pipe; h, steam-pipe; i, steam-engine; j, pump; k, water through the pipes g into a large mould; l, mould of a steam-cylinder, placed in a pit and in process of completion. A steam-powered casting machine with a large mould and a crane. The steam-engine is driven by the water-pump which draws water from the river. The steam-engine is connected with the pump by means of a steam-pipe. The pump draws water from the river and forces it into the mould through the iron pipe g. The water cools the mould and prevents its being too hot. The steam-engine is driven by the water-pump which draws water from the river. The steam-engine is connected with the pump by means of a steam-pipe. The pump draws water from the river and forces it into the mould through the iron pipe g. The water cools the mould and prevents its being too hot. Steam. Iron. Gas. Heat. 180 - 40 = 13200 x .82 = 1051 lbs. coke. This is supposing that the whole of the carbon is converted into carbolic acid; but if by any means carbolic acid cannot be obtained, then we must suppose that only one-fourth of the carbon is converted into carbolic acid and then evolving only 4,453 units of heat. If, however, by admitting air above the zone where the oxide is formed, we recover 4,478 units, this = 4,453 gives 8,981, which is little over two-thirds of the actual consumption of coke. In this case we have to admit that we have to use about 10 per cent. for radiation, and 20 per cent. for loss of heat passing off at the top of the cupola, and so on. Mr. Edward H. Blyth has shown that in his experiments with a cupola furnace for making cast-iron from raw materials he used 112 lbs. of coke per ton of cast-iron produced. This was not very high consumption of coke because he had no blast furnace to supply him with gas for blowing into the cupola furnace. But if we assume that he had a blast furnace supplying him with gas for blowing into the cupola furnace we will vary according to the quality of the fuel used, the construction of the cupola, the pressure of the blast, the way in which the iron is charged, the rate in which it is burned, and the amount of lost material in each ton of cast-iron produced. It is evident that this method would require for a large heat in the same cupola. The same authority gives as examples of the most economical method in making cast-iron from raw materials: (a) Use of anthracite coal instead of bituminous coke; (b) Use of iron to 1st class puddling-coke instead of bituminous coke; (c) Use of iron to 1st class puddling-coke instead of bituminous coke; (d) Use of iron to 1st class puddling-coke instead of bituminous coke; (e) Use of iron to 1st class puddling-coke instead of bituminous coke; (f) Use of iron to 1st class puddling-coke instead of bituminous coke; (g) Use of iron to 1st class puddling-coke instead of bituminous coke; (h) Use of iron to 1st class puddling-coke instead of bituminous coke; (i) Use of iron to 1st class puddling-coke instead of bituminous coke; (j) Use of iron to 1st class puddling-coke instead of bituminous coke; (k) Use of iron to 1st class puddling-coke instead of bituminous coke; (l) Use of iron to 1st class puddling-coke instead of bituminous coke; (m) Use of iron to 1st class puddling-coke instead of bituminous coke; (n) Use of iron to 1st class puddling-coke instead of bituminous coke; (o) Use of iron to 1st class puddling-coke instead of bituminous coke; (p) Use of iron to 1st class puddling-coke instead of bituminous coke; (q) Use of iron to 1st class puddling-coke instead of bituminous coke; (r) Use of iron to 1st class puddling-coke instead of bituminous coke; (s) Use of iron to 1st class puddling-coke instead of bituminous coke; (t) Use of iron to 1st class puddling-coke instead of bituminous coke; (u) Use of iron to 1st class puddling-coke instead of bituminous coke; (v) Use of iron to 1st class puddling-coke instead of bituminous coke; (w) Use of iron to 1st class puddling-coke instead of bituminous coke; (x) Use of iron to 1st class puddling-coke instead of bituminous coke; (y) Use of iron to 1st class puddling-coke instead of bituminous coke; (z) Use of iron to 1st class puddling-coke instead of bituminous coke. Table showing Percentage of Fuel and Coking in seven large Iron Foundries in Albany and Troy, N. Y., for 1876. (Compiled from Kirks's "Founding Metals.")
1 2 3 4 5 6 7
Cross amount fuel used. Ton. Lbs. Lbs. Lbs. Lbs. Lbs. Lbs.
Amount stock melted. 29 29 29 29 29 29 29
Average amount stock melted. 29 29 29 29 29 29 29
Percentage cost fuel used in melting. .75 .75 .75 .75 .75 .75 .75
Percentage cost fuel used in melting. .75 .75 .75 .75 .75 .75 .75
Percentage cost fuel used in melting. .75 .75 .75 .75 .75 .75 .75
Percentage cost fuel used in melting. .75 .75 .75 .75 .75 .75 .75
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Economic Value Of Coke And Coal For Foundries In New York State As Compared With Other States In The United States For The Year Ending June 30, 1880." CASTING. 333 Loss of Iron in Melting.—Mr. Kirk gives the average loss as follows: "In stove-plate foundering, from 2 to 8 per cent.; in machinery foundries, with the average iron, from 4 to 10 per cent.; on old stove-plate and shot iron, from 20 to 30 per cent.; on burnt iron, from 25 to 60 per cent., according to how much it is used." The same author gives the following data of a test which was made in the foundry of the Jackson & Wadsworth Company, New York City. Heat melted March 24, 1876: Limestone, 500 lbs.; No. 2 pig iron, 6,000 lbs.; limestone, 100 lbs.; cast iron, 1,000 lbs.; sand, 1,000 lbs.; water, 1,000 lbs. Total weight of metal into the cope(s), 6,600 lbs.; total loss out of the cope(s), 5,785 lbs.; loss in melting, 884 lbs., or say 4.7 per cent., or 105 lbs., per 2,250 lbs. (average). Losses in the first heat: Limestone, 187 lbs.; Limestone cast iron, 500 lbs.; No. 2 pig iron, 6,000 lbs.; Kirk's chemical fuel used; castings, 4,836 lbs.; pates and scrap, 1,668 lbs.; clay,inder scrap, 304 lbs. Total iron put into the cope(s) and out of the cope(s), 5,785 lbs. Loss in melting, 884 lbs., or say 4.7 per cent., or 105 lbs., per 2,250 lbs. Charging Iron into the Furnace.—Supposing that iron be cool, but in good working order as to lining, tuyeres, etc., the falling iron door at the bottom, if no copes is provided with one, must be closed merely by means of a wooden bar placed across the opening. A small hole only a small quantity of iron is to be melted; if a large quantity of melted metal is required, a more refractory stave is desirable. A fire is thus lit in the cope(s), upon which coke, coal, or charcoal is spread over a layer of sand about two inches thick. This is called the hearth. The tuyeres being already open left. The copes is then filled with fuel, which is kept in brisk combustion. When the copes are full they are closed by means of a wooden bar placed across the opening at the top of the furnace. When the furnace is thoroughly heated, the nozzles are put in, and the fan or blowers are turned on. The air is blown through the tuyeres into the copes and through them into the up of the furnace. When the furnace is thoroughly heated, the nozzles are put in, and the fan or blowers are turned on. The air is blown through the tuyeres into the copes and through them into the up of the furnace. When the furnace is thoroughly heated, the nozzles are put in, and the fan or blowers are turned on. The air is blown through the tuyeres into the copes and through them into the up of the furnace. The charge of iron is usually made up of three parts: (1) The main charge of iron; (2) Melding sand; (3) Good fireproof clay or sand mixed with sanding; leaving a small hole at the bottom, which serves as the taphole for the iron. This should be about 3 inches diameter and is formed by placing a square piece of wood upon which a thin sheet of lead has been laid down and then boring a hole through it so as to make a taphole for the iron. When this hole is put in it will be seen that it will be necessary to have a good supply of molten iron ready when it comes time to open up to draw off some of it. The molten iron must be kept hot while it is being drawn off; otherwise it may be gazed at or vitrified by the heat; so as to render it unfit for use. In making this charge it is advisable to have a number of copes in each part which have been melted with fireclay since last melting. When the copes is held so that a large quantity of iron can be tapped off without breaking down any part of it. Common charging: Iron as soon as the lower parts of the furnace show a white heat, which is usually about two hours after charging begins; when all signs of redness appear in these parts; but afterwards becoming of a yellowish colour. About ten minutes after charging the iron, the metallic metal appears at the mouth of each tuyere; this shows that all is well charged and that nothing has been wasted by hand to a proper consistence; round ball half this place on side of iron at end of a wooden rod; and is forced into the tap-hole; this is also done when it is wished to stop a tap; or when it is desired to draw off some of it; this shows that all is well charged and that no molten iron frequently requires past heat while they are trying to apply the plug; this does not happen very often; but when it does happen it shows that there has been too much molten iron put in at once; this causes many difficulties in tapping off some of it. This is a very laborious operation especially in case of tough pig iron. The first breaking is usually made by striking with a hammer on both sides until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down easily; then with a broad hammer struck on one side until it breaks down容易 334 soft castings, and white or hard iron afterward. When as much iron is melted as is required, the clay plug of the tap-hole is pierced by a sharp steel-pointed bar, or iron rod driven by a hammer, and the metal run into pots, or it is run directly into the mould by means of cones moulded in the sand of the same size as the moulds. The molten metal is allowed to cool in the pot until it is solid, when it is allowed to accumulate in the bottom of the cypula. When the molten metal has been poured into the cypula, the casting begins to clear it out. To this end they break down the temporary clay-work that narrows up the tapping-door to one small hole. Having cleared this area, a long piece of wood is placed across the opening, and a long iron bar is driven over which he shoots a long rod, bent at the end, into the furnace, to loosen the contents, consisting of refuse coke and clay, and draw them out while yet hot; for, if suffered to remain until cold, they would be very difficult to remove. This operation is continued until all the refuse has been removed from where the cypula is built with a malleable bottom. Charging of Metal into Furnace.—When a cast is to be made at a certain time, the reverberatory furnace is heated for some hours previously by a brief fire. When the furnace is white-hot, the metal is charged into it by means of a long iron bar, which is driven through the ore being taken in stocking the metal as will be described, the most easily fusible portions being first charged and then those remaining kept. The quantity of iron which is desired to make at one blast must be charged at the same time, as it is impossible to handle more than one ton at which it is already melted. All the iron contained in a liquid form in the basin to be tapped before it becomes solidified must be drawn off by means of a long iron bar. The tap-hole is opened with a horse crowbar, and the liquid iron either led into pots or directly into the mould. The cypula is filled with metal so that its top may be covered with a layer of coke. When the furnace is charged with iron, all the openings and joints at the door and in the brickwork are to be maintained in good order. The air-pipes are cleaned out with water; and all flues and grates must also be well attended to, and kept well filled with coal, but not so high as to impair the draught of air through the furnaces. The grate should be kept free from dinkers, and the formation of holes between bricks prevented by keeping them well packed together. A fire should be maintained in a blacking-burner in an iron frame, which is heated and lowered by a lever, having a balance weight. All joints in brickwork should be well filled with mortar; and all cracks in brickwork should be filled with mortar. The metal to be moulded should be broken to a uniform size as far as possible; and on placing it in the furnace it should be thoroughly mixed with coke; for if any part of it remains unburnt, or if too much of it is burnt, there will be less power in it for working purposes. The heat of the flame is there more intense, which is what is required for the larger lumpes of metal; and a similar plan must be adopted regarding to the melting of various qualities of metal, the most easily fusible being given preference. The metal should always be tapped when it becomes quite fluid quickly. When sufficient molten metal has accumulated in the pool of flame, it is tapped off. The chimney should be kept open during this process; and after each tap has been made, a cover is placed over with loose to keep away smoke from being blown into the room by wind or draughts. The cover should be removed with care so that no smoke may enter into the room. The furnace is then cleared out, and any necessary repairs are executed before it is again charged. If the regulars have been considered, it will be necessary to make the furnace white-hot before again charging it. The reverberatory furnace is not only used for melting iron, but also for the melting of large quantities of copper and brass; for both these metals are found in large lumps or blocks; and all kinds of frames, and similar objects, are cast out from the reverberatory furnace. All metals except very hard materials are melted in this way; but when soft materials are required for casting purposes, they are melted in an open hearth furnace. Afterwards they are cast into moulds or tins; and when they are required for use they are removed from these moulds or tins by means of tongs or other suitable tools. All kinds of articles made from wrought-iron are cast in this way; but when cast-iron articles are required they are cast in an open hearth furnace. For making bronze articles such as bells, chimes, etc., 4 and 8 Baltimore, or 6 and 8 Chicago, are preferable. It is essential that the pig shall be white or malleable; not grey; and it is not uncommon to melt up a quantity of scrap, such as waste irons, gates or old machinery. Compacted Castings.—Steel is subjected to high pressure during casting by Whitehurst's process. In melting steel by this method a large quantity of coke must be used; but this does not affect its quality. After this process has been applied for some time, and when the mass has become solidified, the coke is withdrawn from under it by means of a long iron bar driven through it. By means of considerable length, the pressure is applied to the outer surface of the metal, and the latter is made in sections, between which dried loam or sand is placed, so as to allow the air to escape; and to admit of the necessary expansion when cooling takes place. The molten steel thus obtained contains no impurities. The moulds are strengthened by steel hoops, and the compressed steel is thus given a strength and homogeneity equal to that of wrought-iron. In Bossemer's process the metal is poured into a revolving cylinder whose rapid rotation causes it to collect on the inside of the same when it is allowed to cool. It is thus spun open and rolled flat. CASTING. 335 Waxers or Carrvors—Casting often vary during the cooling process, but in what direction this varying will take place depends in a great measure on the form of the casting, and the part of the model in which the casting is to be made. The waxer has much experience what part of a cast- ing will vary in many cases counterintuitive is the one shown in Fig. 741, where he finds that the points of the legs, angles, etc., are all too high. He will then pene the pattern so that the wax may fall off at these points, and thus prevent them from being too high. This is a good prac- tical plan, if not all, of the penning. Another plan adopted by modellers is to remove any part of a casting has the sand removed from its upper surface while it is still redhot, that part cools the quickest and thus prevents it from being too high. The following experi- ence which has been shown him requires to be lifted. The most important point in casting is to keep the part cooled concrete the quick- est; and so sink in the mould, it would require to compress the bed sand or else to raise the other part of the sand up against it. In either case, however, the sand would be slid, tends to keep the casting down, and when that weight is removed at any part by removing the sand, the contracted part naturally rises, because there is less resistance offered to its rising than low over its own weight. This is a very important point in casting, and it is well known that which much increases its effect; and it is amenable under skilful manipulation, how much a plane can be raised by a little pressure. It is evident that this method of straightening by uncovering a casting is applicable mainly to the parts of a casting which are not subject to bending. If a casting were to be made in such a way that it could be slid under the casting cool in a part quicker than another, the thick parts being uncovered as they cool would tend to rise, from poured into a mould, on changing from a liquid to a solid state, becomes a mass of crys- tals. These crystals are usually arranged in parallel lines with each other, and in directions which they would assume if circumstances did not permit, it is that of a regular octahedron. This is an explanation of why some castings have more or less flat surfaces than others. The crystals assemble having their bases together. At 1, Fig. 743, is a group of crystals from a pig of iron, among A diagram showing crystal growth patterns in iron casting. 1 - A group of crystals from a pig of iron. 2 - A view of the end of a casting. 3 - A view of the side of a casting. 4 - A view of the top of a casting. 5 - A view of the bottom of a casting. 6 - A view of the front of a casting. 7 - A view of the back of a casting. 8 - A view of the side of a casting. 9 - A view of the top of a casting. 10 - A view of the bottom of a casting. 11 - A view of the front of a casting. 12 - A view of the back of a casting. 13 - A view of the side of a casting. 14 - A view of the top of a casting. 15 - A view of the bottom of a casting. 16 - A view of the front of a casting. 17 - A view of the back of a casting. 18 - A view of the side of a casting. 19 - A view of the top of a casting. 20 - A view of the bottom of a casting. 21 - A view of the front of a casting. 22 - A view of the back of a casting. 23 - A view of the side of a casting. 24 - A view of the top of a casting. 25 - A view of the bottom of a casting. 26 - A view of the front of a casting. 27 - A view of the back of a casting. 28 - A view of the side of a casting. 29 - A view of the top of a casting. 30 - A view of the bottom of a casting. 31 - A view of the front of a casting. 32 - A view of the back of a casting. 33 - A view of the side of a casting. 34 - A view of the top of a casting. 35 - A view of the bottom of a casting. 36 - A view of the front of a casting. 37 - A view of the back of a casting. 38 - A view of the side of a casting. 39 - A view of the top of a casting. 40 - A view of the bottom of a casting. 41 - A view of the front of a casting. 42 - A view of the back of a casting. 43 - A view of the side of a casting. 44 - A view of the top of a casting. 45 - A view of the bottom of a casting. 46 - A view of the front of a casting. 47 - A view of the back of a铸造). which one has, by aid o favourable circumstances, succeeded in attaining its natural form. In a perfect crystal or iron all lines joining opposite angles are equal length, and at right angles to each other. These lines are called as lines or crystals. The crystals assemble or grow together in such manner that they are always perpendicular to each other. We can de- fine direction these lines as direction least pressure we deal with pressure due to the fact that they are always perpendicular to each other. This means that all lines or assemblage will be in direction which heat leaves body. This direction is always per- pendicular to line joining opposite angles. In iron this direction is always such that crystals assemble are perpendicular to surface on which it lies in mould. In Fig. 743, at 1, is viewed end castings shows assembly lines though individual crys- tal grow together in such manner that they are always perpendicular to each other. The situation should be particularly directed to behavior these lines at corners castings and per- pendiculars must meet in plane diagonal those surfaces. Some lines these groups run to left and some right and some up and some down. They all meet at corner diagonally up to natural order making very poor connection. We shall find every such case that diagonal is weakest point and that castings will bear stress strain through part where lines meet at center castings. In we have drawing flat bar and in it we see two sides meeting at weak line meeting at center castings. The same applies to other castings also. Each edge joined long line parallel two long surfaces. This line is also line weak- nesses as time within which crystals assemble in system belonging each surface begin at A diagram showing crystal growth patterns in iron castings with arrows indicating directions and angles between lines forming crystals. A diagram showing crystal growth patterns in iron castings with arrows indicating directions and angles between lines forming crystals (repeated). 336 CASTING. the surface, and as the casting cools elongate toward the centre. When they meet in the middle they do not form continuous lines through from one surface to the other. We are now in a position to explain why the casting is generally injured by the line of weakness caused by angles; and now let us look for a means of remedy. Referring again to $A$, and comparing it with $B$ and $C$, we see that by making the angle into curves the lines in which the crystals grow will be more or less uniform. The reason for this is that when the surface of a casting is smooth all changes in crystalline arrangement which will materially affect the strength of the casting, take place at the same time over the whole surface. In $A$ there is a single point of defect within $7$ which is concentrated in the line $A B$ in it is spread out between the points $O$ and $D$, so that no single point is much weaker than a similar point beyond $O$ or $D$. Somewhat similar conditions exist in $B$ and $C$. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . The difference in the time required to cool the different parts of a casting depends on their distance from the heat source, i.e., from the air, and the position in which the casting lies while being heated; nor is it practicable to so cool a casting as to make its whole section warm all over. If a casting is allowed to cool off in the mould, its temperature will vary according to its distance from the heat source. While it is hot, it will continue to cool until it reaches equilibrium with its surroundings. But while after the heating has become cold, it is reduced to a low heat, the surface-temperature will be considerably lower than that of the interior. This difference in temperature causes convection rapidly, and also attains its strength soon. It therefore offers a resistance to the set of the inter- and outer layers of metal. If, however, this condition is reversed, i.e., the exterior becomes cooled, but never, this condition is reversed, the exterior becomes heated, and therefore weakened in advance, so that the internal crystals are given more liberty to arrange themselves in their natural order. The thickness of a casting must be such that it can be made up of two or more pieces composed of irregular thicknesses, so it will be liable to be broken by the forces contained within itself. If it is therefore necessary to make a casting of any considerable size, it should be designed so that it can be divided into two or more pieces, each piece being sufficiently strong to be able to withstand any force which may act upon it. A casting should be designed so as prevent this great breaking. Rounding off on columns are often badly designed because they are too thin at their base. If they are made thicker at their base they will be stronger. As a rule, mouldings should seldom be cast on a column, but rather below bodied. On each of the irregularities of a moulding should be placed a piece of wood or metal, so as to give proper attention to avoiding the casting while in the model. To be sure this is done at first only; again, though few moulders know why they do so. They know that by removing the sand too soon from a particular part of a moulding, they weaken that part. They do not understand why this is so, nor thought or any attempt to know why it so acts. It is useful to know, also, that all shrinkage takes place wholly along lines parallel to those of greatest curvature. For example, if a cylinder is solid Cylinders - In the case of a shaft, or other solid cylinder, it will be noticed that the surface of the metal shrinks away from its axis. This is due to the fact that when a cylinder is being made by pouring liquid metal into a moulded cavity, and then allowing it to cool down slowly, the outer layer of metal shrinks away from its axis more than does that portion which remains in contact with the interior; cooling from the exterior inward, whereas it shrinks away from the outer crust, which touches it. This difference in contraction causes an internal stress which tends to break down the castings; hence, if a cylinder is made solid throughout its entire length, there being too much metal in the entire mass, the stresses are drawn away from the central point toward all directions. Due to this cause of breakage, castings are usually made hollow; i.e., they are hollowed out so that they may not be used in more than three planes connected about a central axis. In the case of solid cylinders, heating, or central point within will usually be found below or porous, owing to the fol- lowing reasons: 1st. The heat passes through them very quickly; 2nd. The heat passes through them very slowly; 3rd. The heat passes through them very slowly; 4th. The heat passes through them very slowly; 5th. The heat passes through them very slowly; 6th. The heat passes through them very slowly; 7th. The heat passes through them very slowly; 8th. The heat passes through them very slowly; 9th. The heat passes through them very slowly; 10th. The heat passes through them very slowly; 11th. The heat passes through them very slowly; 12th. The heat passes through them very slowly; 13th. The heat passes through them very slowly; 14th. The heat passes through them very slowly; 15th. The heat passes through them very slowly; 16th. The heat passes through them very slowly; 17th. The heat passes through them very slowly; 18th. The heat passes through them very slowly; 19th. The heat passes through them very slowly; 20th. The heat passes through them very slowly; 21st. The heat passes through them very slowly; 22nd. The heat passes through them very slowly; 23rd. The heat passes through them very slowly; 24th. The heat passes through them very slowly; 25th. The heat passes through them very slowly; 26th. The heat passes through them very slowly; 27th. The heat passes through them very slowly; 28th. The heat passes through them very slowly; 29th. The heat passes through them very slowly; 30th. The heat passes through them very slowly; 31st. The heat passes through them very slowly; 32nd. The heat passes through them very slowly; 33rd. The heat passes through them very slowly; 34th. The heat passes through them very slowly; 35th. The heat passes through them very slowly; 36th. The heat passes through them very slowly; 37th. The heat passes through them very slowly; 38th. The heat passes through them very slowly; 39th. The heat passes through them very slowly; 40th. The heat passes through them very slowly; 41st. The heat passes through them very slowly; 42nd. The heat passes through them very slowly; 43rd. The heat passes through them very slowly; 44th. The heat passes through them very slowly; 45th. The heat passes through them very slowly; 46th. The heat passes through them very slowly; 47th. The heat passes through them very slowly; 48th. The heat passes through them very slowly; 49th. The heat passes through them very slowly; 50th. The heat passes through them very slowly. Or if the pattern is not perfectly true in every direction, the stream first flows of will cause any curved portion to become more elongated if it be perfectly true, cup or drag of drag of the same thickness as before (see Fig.). If this pattern is not perfectly true in every direction, then strain begins self-confinement in some plane and balanced in others (see Fig.). If this pattern is not perfectly true in every direction, then strain begins self-confinement in some plane and balanced in others (see Fig.). If this pattern is not perfectly true in every direction, then strain begins self-confinement in some plane and balanced in others (see Fig.). If this pattern is not perfectly true in every direction, then strain begins self-confinement in some plane and balanced in others (see Fig.). * By Mr Alfred E Wainwright **CASTING.** 337 *Inland and Square Bars.*—These strains are similar in both, and are already treated of under and glides. There is another feature before pointed to which is rather curious. If two ber of the same dimensions and mixture of iron be heated to the same temperature, and the one altered in its form by being bent, while the other remains in its original shape, the latter will have shrunk the most. This is due to the particles above the surface having been flattened, by the seams of the interior metal, to get closer to each other than they could have done if the material had melted. *Indented Tubes.*—These are usually cast with a core, which has a tendency to retain the shape of the case, but this is not always so. The reason for this is that the core is made of a material of much less density than the metal of the case, and therefore tends to contract more quickly. This is quite easily explained. When a piece of wood is bent, it contracts at one end only, quite rapidly, owing to the core being of harder material and not as good a conductor of heat; when this does not it will pull inward the outer skin of the casting, forming a curve; each side, then, will be forced into a curve. *Outer or U-shaped Castings.*—These are usually made thinner at the edges than at the middle, because it is easier to bend them into their required form. In order to prevent this from happening, the moulds, they will be found rounded over in the direction of their length, the legs being on the curved side. This is because when a piece of wood is bent, it contracts at one end only, then when the back or round shrinkage pulls upward the two ends of the casting. *Wedge-shaped Castings.*—In parallel castings of any length, having a cross-section similar to a wedge, or triangular prism, such as a brick or a tile, it is necessary to make a core in order to obtain the thin edge cutout. This is due to the same cause as explained above. The thin edge is set as near as possible to the line of division between the two pieces of metal, and with them the thin edge, which acts as a pillar to resist further shrinkage. *For Flats.*—The following table shows how far it is possible to reduce the size of the same thickness as the plate, owing to the fact that whatever shrinkage they possess is below the general plane of the shrinkage of the plate itself. If the ribs be thinner than the plate, they will cool first, and by melting the shrinkage of the plate will be carried up toward us, or "dip" on top.
Description Table showing Shrinkage of Castings.
In locomotive cylinders. 1 inch in a linear foot.
In pipes, 1 in 15 inches.
Engine-beams, connecting rods, 1 in 16 inches.
in large cylinders, 1 in 10 inches.
with large diameter, 1 in 8 inches.
Ditto in length, at top.
with thin walls, in 16 inches.
in thick brass, in 16 inches.
In size, in 1 in foot.
In head, in 1 in foot.
In copper, in 1 in foot.
In bitumen, from 1 yd. > 4 in a foot.
In tin, from 1 yd. > 4 in a foot.
The following is an easy rule to find approximate weights of castings: Thicknesses in inches x weight in pounds per square inch = weight cast iron. For brass, excepting for heavy cast-iron. Casting as Plaster (A)—making a cast of a clay model of a bust, two methods may be pursued. The first consists in making a core with a core box and spoon, and by spreading it with sand until the proper thickness is obtained. The second method consists in making a core with a very thin saw and carefully removed. The process more usually preferred is to apply the plaster as sections by hand from a pan containing it. The core must be well packed round the base of the bust, and then put together and bound by a strong cord or rope, and the same stopped on the external surface by means of a wooden bar placed across it. The whole is then baked until hard. After this the parts are put together and bound by a strong cord or rope, and the same stopped on the external surface by means of a wooden bar placed across it. The whole is then baked until hard. After this the parts are put together and bound by a strong cord or rope, and the same stopped on the external surface by means of a wooden bar placed across it. The whole is then baked until hard. After this the parts are put together and bound by a strong cord or rope, and the same stopped on the external surface by means of a wooden bar placed across it. The whole is then baked until hard. After this *Plaster-Castings.*—There are several ways of making plaster-castings; one way is to cast out plaster into an open box and to deposit in sufficient thicknesses on all sides of the box until it becomes solid. In this way a better cast can be made without the use of a core. After the plaster is well set, the bust may be placed upon a table and turned over so that its back faces upwards; after this it may be painted with oil paints, and can only be done by an experienced hand, and by some one well as by the artist himself. The casting may also be made by pouring liquid plaster into an open box or trough (see Fig., Ptg. 743). This device allows it to be turned over in any position greatly facilitates the opera- tion; but it cannot be used for reproducing models which require great accuracy; these models are by means-castor-in reproducing work of the artist. When several copies in plaster are desired, it is used as a model which to form a piece-mould, which may be used in producing an inde- terminate number of casts from it; but when only one copy is required it is used for preserving for the purpose for which it is intended: whether to be preserved as a plaster statue, or copied in bronze, 22 338 CENTRE-PUNCH. or to be used as a model from which to make a bronze cast. It is to be preserved as a statue, but if to be used as a model for casting by the bronze-founder, it may either be taken in as few pieces as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, or it may be cast in one piece, or in as few as possible and then joined together, leaving out of consideration all the parts of the casting, 144 CENTERING MACHINE. An apparatus. Fig. 744., used for centering work. The punch is driven at once and at same operation. Bolts. Spindles. Shafts. Etc., which are to be turned into lathe. It is a great advantage to have this machine when turning large pieces on account that much work can be done by hand. The chuck is a universal type. The combined drill and countersink is fed by two hands so that both hands can hold them at once. The feed should be run at about 300 revolutions per minute. For fine work on wrought-iron and steel sheet-work cutting is supplied freely with oil. J. R. CENTERING MACHINE. A device to receive the central indentations necessary to receive the lathe-centres. The position for indicating being marked. The centre-punch is placed so shown A diagram showing a hand holding a small cylindrical object (the centre-punch) over another hand holding a larger cylindrical object (the part to be centered). The hands are positioned such that they can easily apply pressure to both objects simultaneously. A close-up view showing a hand holding a small cylindrical object (the centre-punch) over another hand holding a larger cylindrical object (the part to be centered). The hands are positioned such that they can easily apply pressure to both objects simultaneously. In Fig. 745., its head is struck with a hammer. If the position of indentation requires correcting, the centre-punch is centred on one side; so shown Fig. 746., and then struck so before. In Fig. 747. The punch is shown partly enclosed in a device for use upon ends of cylindrical work; and CHAIN. 339 designed to save marking the location for the indentation. The device consists of a round steel punch, which is driven into the metal by a screw, and a circular steel block, which, when driven into the metal, will cause the punch to enter at the desired point. When the punch has entered the metal, the circular end of the work may enter this cone, the point of the punch will be always at its origin, while a spot on the surface of the metal gives a light blow with a hammer. J.R. CHAIN-PUNCH AND CENTRIFUGAL FORGING MACHINE. CENTRIFUGAL MACHINERY. See Sugar-Making Machinery. CHAIN. Chain codes are constructed either with open links, Figs. 748-750, or with stub-links. A chain code with open links. A chain code with stub-links. Figs. 751-753. The standard proportions of the links of chains, in terms of the diameter of the bar iron from which they are made, are as follows:
Standard Link Extraneous Length Diameter
Close link 6 2.5
Open link 6 2.5
Middle link 6.5 2.5
End links 6.5 4.1
Rod links are the links which terminate each 14-fathom length of chain; they are made of thicker bar, generally 1-inch square or 1-inch round bar, and are usually forged from one piece of bar; 700, an oval stud-link with pointed ends; 701, an oval stud-link with broad-based head; 702, an oval stud-link with pointed ends and broad-based head; 703, an oval stud-link with pointed ends and broad-based head and flat base; 704, an oval stud-link with pointed ends and broad-based head and flat base and flat sides. The Admiralty best for the tensile strength of ordinary stud-link cable is at the rate of 630 lbs. per cross-section per square inch of bar iron used in making the link; that is, for every square inch of one side or 11.45 lbs per square inch both sides taken together--just within the elastic limit. The weight of a link similar cable increases as the cube of any linear dimension, say the thickness; and so does its tensile strength; but as it is only necessary to make a link strong enough to carry the weight per yard of common stud-link chain cable equals in round numbers 27 times the square of the diameter of the bar iron used in making it; that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a link, that is, for every square inch of bar iron used in making a Very extended and elaborate investigations on the subject of the strength of chain cables were made (1878) by the U. S. Board Appointed to Test Irons Steel etc., the results of which show rod as being stronger than any other material except steel; and also that it was stronger than steel in two important respects: 1. The stress prescribed by it far exceeds that prescribed by any other material; and 2. The endurance under repeated stress was greater than that prescribed by any other material; and it was pointed out that the stress prescribed by it was based upon the assumption that the cables built up all diam- eter possible without any allowance being made to allow them to stretch under load; but it was found that they did not equal this strength; and when they are thus cost producing their use as cable ten; and although the strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found strength may be found for great use it still exceeds by considerable amount the elastic limit. The Board concluded that rod was stronger than steel and that it could not safely exceed its elastic limit without causing injury; basing this table on the principle that no product should not grow beyond its elastic limit. The Board therefore decided that it would not pay to test any other material than rod until it had obtained sufficient data to prove that this table was right; and it was necessary to establish within reasonable limits the probable maximum and minimum strengths of cables built up from various sizes rods and steel bars and wires. The tensile strengths of all these materials were determined by testing samples cut from various sizes rods and steel bars and wires. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists on any given section when it breaks under tension tests made on 15 different items. It was then observed that although all these materials were stronger than steel they were weaker than steel when tested under conditions where they were subjected to very heavy loads caused by defects such as cracks or holes or other defects which might occur during manufacture. Comparative records were obtained on 110 sections cables broken by tension tests made on 15 different items. Assuming that the utmost stress exists 340 CHAIN. adopted for a standard of strength and yielding qualities combined 170 per cent. of the strength of the bar for a maximum, 180 per cent. for an average, and 180 per cent. for a minimum. Expen- ments for determining suitable strength resulted in the conclusion that an iron is suitable which, at a load below 500 lbs., will yield 16 per cent. and at a load of 500 lbs. will yield 20 per cent. From this strength does not exceed 3 per cent. are equally so. In determining the strength for the other sizes, it was found that the increase in the strength of the chain increases with the size. As the time decreases, and that the aggregate of the increase for the 16 sizes (measuring by sixteens) of an inch, between two inches and one inch is from 4,500 to 8,000 lbs., produced by steps which are made upon the principles indicated, as is shown, being equal to 48.7 per cent. of the strength of the size smallest and to 20 per cent. of the strength of the largest.
Size Proportions Size Proportions Size Proportions
1 Pounds. 2 Pounds. 3 Pounds.
111.38 45.62 222.76 91.24 334.14 133.28
222.76 91.24 445.52 182.48 667.20 266.56
334.14 133.28 557.90 273.84 999.56 399.84
445.52 182.48 670.28 395.20 1231.84 533.20
557.90 273.84 692.66 496.56 1464.20 646.80
670.28 395.20 714.04 597.84 1696.56 750.40
792.66 597.84 815.04

Manufacture of Chains.—Several simple machines are used to manufacture chain cables. The successive operations are as follows: 1. Heating the round iron bar red-hot; 2. Cutting them off the required length; 3. Placing them on a mandrel; 4. Rolling them over a flat surface around a single mandrel. One end is placed against the side of a vertical mandrel and held there by a viser attached to the interior of the mandrel; 5. The other end is placed in a similar manner against another mandrel, an ellipse, carrying the hot rod around the mandrel; this lever does not turn around a pin in the centre of the mandrel but revolves about its own axis, thus causing it to move towards or recede from the position of the two axes of the mandrel; thus the pin of the lever descends into a hole in contact with the periphery of the mandrel. The new link (Fig., P-74) is booked to last proceeding in such a manner that it can be easily removed from its place and reinserted without any difficulty, being welded as a single force. While it is possible to make a chain by hand, it is more convenient to use a machine which reduces this operation to a minimum. The machine consists of two parts: A frame, on which rests a horizontal plate, on which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, upon which rests a vertical plate, upon which rests a horizontal plate, Upon this frame is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm is placed an eccentric wheel having two arms extending horizontally from each arm CHAIN. 341 Convenient to the machine is a furnace, provided with more or less apertures to receive the ends of the links, which are then heated by the heat of the fire. The flat ring is then admitted, and the hammer is brought down, thus forcing, with a single blow, the link into the metal cylinder below, and forming a well-bent link. The wire is then opened by the small cylinder below, and the perfectly-formed link extracted. The wire is now closed, and the two ends are forced through the channel between the apertures of the oval and round links, and are finally preceeded with. Wire chains are made as follows : A hole is punched through a disk of the diameter of the flat ring shown at A Fig. 185. The wire is then passed upon outside rolls until it acquires the form of a flat ring. By this process one sees also the direction of the fibre is modified. The wire is then drawn into a long hook, which is bent to form a link, and is afterwards interlocked with other links by means of a hook. Flattened chains are made in the following manner : A hole is first bored in one form, some of which are shown in Fig. 186. The wire is then passed through which wire rivets or pins are inserted. Sometimes the rivets are placed on one side of the wire and two links alternately, or three links, four links, five links, six links, seven links, eight and nine links, which is sometimes called a "double chain." One advantage of this description over those made in which successions of the flat rings are interlocked with each other by means of hooks or choppers. (See Bannock.) Chains (Chains) of Vachellon, etc., are made in a variety of ways. When manufactured in sheet metal they are perforated with rivets holes for a number of links, by means of a punch in two holes at right angles to each other. The distance between the intended links is obtained by pressing them together by resting the burrs of the two previous holes against the sharp edge of the bolster. The links are afterward cut out by a punch and bolster of minute size. The process of making wire chains is similar to that used in making wire rope except that other than the link-holes. When the links measure from a quarter to a half inch in length, the press is worked by a screw; otherwise the punches are carried in a heavy block, in which is a square bar, struck by hand. Chains of precious metal are commonly formed of links punched into shape from sheet metal, or rolled out from wire. In order to prevent their being broken when they are subjected to severe tests, such as those given to wire ropes, they are often covered with a thin coating of varnish. Ornamental chains, such as are usually thinly plated with gold and sold by dealers in cheap jewelry are made of pieces of brass wire and rings bits of metal, rolled in various fancy forms, which give them an artistic appearance. Two ingenious machines for making fine chain were exhibited at the Paris Exposition of 1878. The one shown at A Fig. 187 consists of a series of revolving cylinders having two rows round chain, such as is used for necklaces (C Fig. 180), an apparatus consisting of a series of star-shaped cylinders (B Fig. 187). 342 CHAMFERING. shaped punch is employed. On the strip of metal being fed under a punch, a piece of the desired shape is cut out and forced down into a holder below. The holder is then so moved as to turn the blank horizontally over a quarter revolution, as from A to B, Fig. 780. Meanwhile a second piece $d$ is stamped on the other side of the first blank, and the two blanks are then separated by means of the spaces between the arms of $d$. The construction of the punch is such that the centres of the blanks are at right angles to each other, and the arms of the punch are so arranged that when the punch is moved forward it avoids the arched interior, those of the under blank $A$ coming up between those of the upper blank $B$. It is necessary to provide a certain amount of clearance between the punch and the holder, but this need not here be explained—so unite the two blanks. A third blank is then placed upon $A$, and the arms of the latter are brought over $A$; and thus the operation is continued, the result being a chain which may be drawn off with a pair of pliers. The speed of this operation is about one chain per hour, with 6 punches in operation. The second method consists in feeding wire of the form shown at A, Fig. 780. The wire is fed forward horizontally by suitable devices, and is grasped near its end between rods, the extremities of which are bent upwards at right angles to their length, as shown at C, D, E, F, which carry bent arms as shown. By means of a sliding carriage, these cogs are rotated after the wire is grasped. The result of this is that each arm bends the wire on opposite sides of the holding-rod in different directions, and thus forms a chain. This produces the link above shown. A hooked needle now descends from above and catches the link as it passes through it. The needle then moves forward, and another link is bent as before described, the operation thus continuing indefinitely. CHAFERING—WHEELER. CHANGE-WHEELER See Laverne TOWN; MASON-WORRICK. THE CHAFERING WHEELER. The general principles of chafing wood and making coal are the same, viz., the expulsion of moisture from wood by heat applied to it; and this applies also to coal. There are two methods of accomplishing this process; one by heating in a furnace, and the other by heating in water. In both cases there must be some means of keeping all parts of the material uniformly heated; and this can only be done by circulating air or steam through all parts of it. In order that this may be done in a furnace, it must be provided with a sufficient number of flues or chimneys; and in order that it may be done in water, it must be provided with a sufficient number of pipes or channels through which water may circulate. These channels may be either open or closed; but if they are closed, they must be provided with some means of admitting air or steam into them; and if they are open, they must be provided with some means of preventing evaporation from them. In both cases there must be some means of keeping all parts of the material uniformly heated; and this can only be done by circulating air or steam through all parts of it. In order that this may be done in a furnace, it must be provided with a sufficient number of flues or chimneys; and in order that it may be done in water, it must be provided with a sufficient number of pipes or channels through which water may circulate. These channels may be either open or closed; but if they are closed, they must be provided with some means of admitting air or steam into them; and if they are open, they must be provided with some means of preventing evaporation from them. In both cases there must be some means of keeping all parts of the material uniformly heated; and this can only be done by circulating air or steam through all parts of it. It would seem in theory that the oven, producing a greater weight of charcoal, ought also to produce a better quality than any other method; but this does not appear to be true. For example, in England, where the oven charcoal or coke is of the highest specific gravity (and the economy of a high specific gravity is an important consideration), yet there is no great demand for charcoal or coke; and even though there were such a demand as exists in France, it will not be found to develop so much heat as that prepared in kilns. Generally speaking, the advantages of oven or heap plan do not so great as often supposed; and, as well, it may be asserted that there is no difference between them as regards quality; but there is a difference as regards cost. The only real advantage of the oven arises from its being less subject to the changes of temperature than any other method. Chafing oil is still practised in Austria after methods which seem to have originated in the period of Roman domination, for the manufacture of the celebrated Noricum iron. These may 785 dominated chafing oil keeps (terms, how?) or clamps, and will be understood from the annexing sketches, which Fig. 781 shows a side-view, and Fig. 782 a ground-plan of the arrangement. The ground for this may be either levelled or sloped. In either case, pipes are necessary, but rarely more than one pipe per square yard is required for ordinary purposes. The length of the clamp (and, of course, the number of posts) is arbitrary—generally from 40 to 50 feet; the width depends upon the length of the logs, which being ordinarily 4 feet wide, and being laid CHARCOAL 343 In a double row, with a very small space, in the casing of the sides, will make the width very nearly five feet across from post to post. In Fig. 782 the kils are given as if in but one length, which can very well be if the sticks are light. The casing may be of plank, slate, or split cord-wood. The ground is to be made level and firm, and the sides of the kiln to be built up of brick, plait, logging from the upper part, to within a few inches of the top of the casing. Then it is covered with chips, or other material that will keep out the rain. A fire is then made in the kiln to caust the coals, to prevent its from being too hot. After all this is ready, fire is put in at the lower end, and one of the dusts removed from the upper end to make a draught. Draughts-birds are also opened (diverted) by means of a board placed on the top of the kiln, so that they may enter. It is necessary to throw it on again, and open elsewhere with caution. In this manner the fire is let on until it becomes sufficiently hot, when it is taken out of the kiln. Then a clamp of charcoal is drawn down from the lower end after the fire has been suppressed until it becomes sufficiently hot. This process is repeated until a sufficient quantity of charcoal has been made to fill up the kiln on sloping ground. If well packed, a clamp of 60 by 9 feet, 6 feet high at the head and 8 feet at the foot, will hold about 15 cords. Another method of making charcoal and commonly practised, is that of Lüne (Gorm Miller, Fr. mode). These kins are of two kinds, standing and lying, she wood standing on its end in one, and lying on its side in another. The first kind is used for charcoal only; the second for fuel. The circle to be leveled and pounded down for a kiln of this sort will be from 40 to 50 feet in diameter, according to the size of charcoal desired. The best time for burning in America is from the middle of May until the middle of August; and then again in October and November during the season known as Indian summer. Wood which has no refuse or bark on it is preferred for charcoal; but if any refuse or bark remains on it, it is burned in the autumn following. After the logs have been arranged as in the figures, around the three long sides of the kiln, and with a little space between them, so that they may be moved together as closely as possible, the whole pile must be covered to keep out the air. A size for a coaling improves by use, for the charcoal and loam get broken and mixed together, forming the best material for the coaling. The entirely new ground must be had off at once. When covered, fire is applied, either through the top or bottom opening; but if through both openings at once, it is better to apply fire through one opening and allow some time before applying it through another. The best period for burning in America is from the middle of May until the middle of August; and then again in October and November during the season known as Indian summer. Wood which has no refuse or bark on it is preferred for charcoal; but if any refuse or bark remains on it, it is burned in the autumn following. After the logs have been arranged as in the figures, around the three long sides of the kiln, and with a little space between them, so that they may be moved together as closely as possible, the whole pile must be covered to keep out the air. 188 189 by use, for the charcoal and loam get broken and mixed together, forming the best material for the coaling. The entirely new ground must be had off at once. When covered, fire is applied, either through the top or bottom opening; but if through both openings at once, it is better to apply fire through one opening and allow some time before applying it through another. The best period for burning in America is from the middle of May until the middle of August; and then again in October and November during the season known as Indian summer. Wood which has no refuse or bark on it is preferred for charcoal; but if any refuse or bark remains on it, it is burned in the autumn following. After the logs have been arranged as in the figures, around the three long sides of the kiln, and with a little space between them, so that they may be moved together as closely as possible, the whole pile must be covered to keep out the air. 190 191 by use, for the charcoal and loam get broken and mixed together, forming the best material for the coaling. The entirely new ground must be had off at once. When covered, fire is applied, either through the top or bottom opening; but if through both openings at once, it is better to apply fire through one opening and allow some time before applying it through another. The best period for burning in America is from the middle of May until the middle of August; and then again in October and November during the season known as Indian summer. Wood which has no refuse or bark on it is preferred for charcoal; but if any refuse or bark remains on it, it is burned in the autumn following. After the logs have been arranged as in the figures, around the three long sides of the kiln, and with a little space between them, so that they may be moved together as closely as possible, the whole pile must be covered to keep out the air. 192 193 by use, for the charcoal and loam get broken and mixed together, forming the best material for the coaling. The entirely new ground must be had off at once. When covered, fire is applied, either through the top or bottom opening; but if through both openings at once, it is better to apply fire through one opening and allow some time before applying it through another. The best period for burning in America is from the middle of May until the middle of August; and then again in October and November during the season known as Indian summer. Wood which has no refuse or bark on it is preferred for charcoal; but if any refuse or bark remains on it, it is burned in the autumn following. After the logs have been arranged as in the figures, around the three long sides of the kiln, and with a little space between them, so that they may be moved together as closely as possible, the whole pile must be covered to keep out A size for a coaling improves by use, 188 by use, 189 by use, 190 by use, 191 by use, 192 by use, 193 by use, 194 by use, 195 by use, 196 by use, 197 by use, 198 by use, 199 by use, 200 by use, 201 by use, 202 by use, 203 by use, 204 by use, 205 by use, 206 by use, 207 by use, 208 by use, 209 by use, 210 by use, 211 by use, 212 by use, 213 by use, 214 by use, 215 by use, 216 by use, 217 by use, 218 by use, 219 by use, 220 by use, 221 by use, 222 by use, 223 by use, 224 by use, 225 By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google Books By Frazer's Google BooksA diagram showing a circular structure with multiple vertical supports. A diagram showing a circular structure with multiple vertical supports. A diagram showing a circular structure with multiple vertical supports. A diagram showing a circular structure with multiple vertical supports. CHIMNEY. 845 well ordered, ought to give, at a mean, 40 bushels of charcoal. The price depends, of course, upon the value of labour in every locality, and the distance of boiling. The chopping of a cord of wood is believed to require about half a day's labour, and the boiling of a cord of water about two hours. This time should be allowed for about half a day. The computations of the charcoal-burner are usually made upon the 100 bushels of charcoal delivered. Cooking in ovens, although in fact less laborious and more convenient than boiling, is not so generally practised. For poor charcoal, see PAX MACHINERIA. The use of charcoal for cooking was known to the Chinese. CHARCOAL-BURNER, Breviatio (translated by Anderson). New York, 1875; Percy's "Metallurgy" ("Fuel"), London, 1873. Very complete references to all the foregoing works are given in the later work. CHARPER, See Latins Tons, Blow-cutter. CHIMNEY-MAKING. See Blower Apparatus. CHIMNEY-ENGINES. See Pneumatic Engines. CHIMNEY-FLUE. See Chimney Flue. CHIMNEY-GLASS. See Glass. CHIMNEY-HANDLES. See Chimney Handles. CHIMNEY-HEATING. See Chimney Heating. CHIMNEY-IRON. See Chimney Iron. CHIMNEY-KNIFE. See Chimney Knife. CHIMNEY-LIGHTS. See Chimney Lights. CHIMNEY-MANUALS. See Chimney Manuals. CHIMNEY-METER. See Chimney Meter. CHIMNEY-METROLOGY. See Chimney Metrology. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHIMNEY-METEROMETERS. See Chimney Meterometers. CHAIRMAN'S CHAMBER-OF-COMPETENCE-OF-ENGINEERS-OF-ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE OF ENGINEERS OF ENGLAND AND WALES-REPORT ON THE CHAMBER OF COMPETENCE Of Enginee 346 CHIMNEY. A diagram showing three views of a chimney, labeled "TTL," "TTL," and "TTL." The top view shows the base with a rectangular platform, the middle view shows the side profile, and the bottom view shows the base again. It is a well-known law of dynamics that the theoretical velocity (V) with which the air would enter the chimney if there were no resistance would be found by the equation, (8.) A $$\frac{y-y'}{x} = \frac{v'}{2g}$$ From which we have (4.) V = $$\sqrt{\frac{2gh}{\pi d}} \times \frac{y-y'}{y}$$ The velocity determined from this formula is not, however, that with which the external air will enter the chimney. Resistance is offered to the passage of the air through the grate, through the bed of fuel, and through the flues and chimney. These resistances do not affect the theoretical determinations, and may be neglected in determining the actual velocity. They depend on the state of the actual velocity, and depend on the diameter and length of the flues and chimney, the thickness of the bed of fuel, and the state of division of the latter. We obtain these formulas, based partly on the observations of Péchot: $$V = 0.477 \sqrt{\frac{(h - \frac{d}{2})}{\sin^2 \theta + 0.005}}$$ feet; where h is the height of the chimney above its base, d is its diameter, and θ is the angle between its axis and a line perpendicular to its base. CHIMNEY. 347 in which $t$ is the mean outer and $c$ the mean inner temperature, or that of the smoke; $A$ as before representing the height and $b$ the breadth of the chimney. The following table gives the number of cubic feet per hour for heights of 22.5, 65.5, and 90.4 feet were 5.1 feet, 8 feet, and 9.18 feet per second, or 13,800, 28,800, and 39,948 feet per hour. These numbers, divided by the area of grate surface, give the rate of combustion in cubic feet per square foot of grate surface. The consumption of fuel per square foot of section of chimney, the section being supposed equal to the free surface of the grate. In the ordinary process of combustion in a grate, it is supposed that one pound of coal will burn out about 15 cubic feet of air. The consumption for each pound of ordinary coal burned will be about 150 cubic feet. (See Bourne). The consumption of fuel per square foot of chimney will then be, for the heights above given—
Height Consumption Consumption Consumption
22.5 feet 65.5 feet 90.4 feet
13,800 28,800 39,948
Assuming that each square foot of section of chimney corresponds to four square feet of grate surface, the above figures will give, for the rate of combustion on each square foot of grate surface, 3.1, 6.4, and 9.18 cubic feet respectively. This is nearly correct with regard to the consumption of air for the chimney as air. According to Horton and Trues, equals 1/75 of the amount actually required for combustion; but this is only a very approximate rule. The consumption of air for each pound of ordinary coal burned will be about 150 cubic feet. (See Bourne). TABLE I., showing Heights of Chimneys for producing Rates of Combustion per Square Foot of Area of Section of Chimney. *
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(Note)                                                                      A bar graph showing data for different heights and rates of coal consumption. A bar graph showing data for different heights and rates of air consumption. A bar graph showing data for different heights and rates of coal consumption. A bar graph showing data for different heights and rates of air consumption. A bar graph showing data for different heights and rates of coal consumption. A bar graph showing data for different heights and rates of air consumption. A bar graph showing data for different heights and rates of coal consumption. A bar graph showing data for different heights and rates of air consumption. A bar graph showing data for different heights and rates of coal consumption. A bar graph showing data for different heights and rates of air consumption. A bar graph showing data for different heights and rates of coal consumption. A bar graph showing data for different heights and rates of air consumption. A bar graph showing data for different heights and rates of coal consumption. A bar graph showing data for different heights and rates of air consumption. A bar graph showing data for different heights and rates of coal consumption. A bar graph showing data for different heights and rates of air consumption. 
HEIGHT IN FEET. Amounts of Coal burnt per Hour. Amounts of Air Required per Hour. Amounts of Coal burnt per Hour. Amounts of Air Required per Hour. Amounts of Coal burnt per Hour. Amounts of Air Required per Hour.
Area of Grate Surface. Area of Section of Chimney. Area of Grate Surface. Area of Section of Chimney. Area of Grate Surface. Area of Section of Chimney.
30 40 1.3 70 206 15.8
35 74 0.9 80 183 16.9
40 74 0.9 90 165 17.9
45 74 11.5 90 144 18.9
50 74 11.5 90 126 20.9
55 74 16.1 90 176 22.9
It appears from this table that a difference of height of 8 feet corresponds to a difference in rate of emission of about 1 pound per square foot or grate surface; the ratio to the grate in the chimney section being as to $t$. The quantities given refer to the average condition of chimneys at steam- generating stations; but they may be applied to any other case where the rate at which heat is lost by radiation is constant; which will be burned per square foot or grate per hour, with good proportions; i.e., subtract one from two times the quantity given under "Amounts" in Table I., and divide by two; this quotient will be the rate at which heat is lost by radiation; if this quotient is multiplied by one-half, it will be found how much heat must be increased. Other things being a same, a chimney which gradually widens toward the top can dis- charge more heat than one which is uniform throughout its length; this is due to the greater velocity with which the main outer breadth or a square chimney should be one-eighth the height; if of circular section, the mean diameter should be one-eighth the height. In order to show how these results compare with those represented in Fig. 77, care should be taken not to contract the channel at the edges to a less area than that at the outlet at the top. The famous chimney at St. Rollox, near Glasgow, of the height 634 feet, has the following dimensions: Dimensions of THE CHIMNEY. '; foreach ($row as $cell) { echo "{$cell}"; } echo ''; } ?>
The foundation of this chimney has a depth of 20 feet and a diameter of 50 feet. The following table exhibits the dimensions many of the largest existing chimneys in Europe: 348 CHIMNEY.
No. Chimney Exterior Diameter Thickness of Mantle Length
Diameter Above Diameter Above Diameter Length
1 Port Dundas, near Glasgow (Scotland). 10 inches 10 inches 10 inches 10 inches 14 feet 6 inches
2 Port Dundas, near Glasgow (Scotland). 10 inches 10 inches 10 inches 10 inches 14 feet 6 inches
3 Port Dundas, near Glasgow (Scotland). 10 inches 10 inches 10 inches 10 inches 14 feet 6 inches
4 Port Dundas, near Glasgow (Scotland). 10 inches 10 inches 10 inches 10 inches 14 feet 6 inches
5 Dye works, Bagen (France). 10 inches 10 inches 10 inches 10 inches 14 feet 6 inches
6 Dye works, Bagen (France). 10 inches 10 inches 10 inches 10 inches 14 feet 6 inches
7 Hopkins's battery, on the Tyne (England).
The Port Dundas chimney, marked No. 1 above, is the tallest in the world. It will be seen that the portion below ground, which contains not only the foundation proper but also the floors, with their associated brickwork, is of no great height. The chimney rises to a height of about two feet on either side to each other, so as to form an equilateral cross in the plan; they are of rectangular section, and are placed at right angles to each other. The floor of the chimney is made of bricks. The bricks below these floors are built up from hand bricks, all placed on edge throughout several superposed layers up to the sides of the flues, which are arched and lined with firebricks. The masonry above these floors is of brick laid in cement mortar. The chimney No. 2 is 14 feet high and 8 feet wide at the base, and is 20 feet, and it gradually contracts towards the top to 10 feet 4 inches diameter. The outline of this chimney is very nearly circular; viz., the form of a truncated cone, without any deviation. Effect of Long and Short Flues—
Power of Chimney to Burn Bituminous Coal.Power of Chimney to Burn Bituminous Coal.
No.Pipe Length in Feet.Pipe Diameter in Inches.No.Pipe Length in Feet.Pipe Diameter in Inches.
Pipe Length in Feet.Pipe Diameter in Inches.No.Pipe Length in Feet.Pipe Diameter in Inches.
Pipe Length in Feet.Pipe Diameter in Inches.No.Pipe Length in Feet.Pipe Diameter in Inches.
The power of chimneys in this table is three-fourths of their absolute maximum power; thus the maximum power of a chimney 5 feet 6 inches in diameter, 80 feet high, is 375 horse-power. The effect of different lengths of flue is shown in table IV., in which we have taken as an example a chimney 60 feet long and 3 feet 6 inches square, which by table III., with an ordinary flue for 80 feet length, has a power of 375 horse-power; but when the flue is reduced to one foot length, or 80 feet, the power is increased to 1075 horse-power only; and that with a flue 100 feet long, the power is increased to 2555 horse-power only; and that with a flue 200 feet long, the chima- ney of 80 horse-power with a flue 100 feet long (from furnace to chimney); this would be equal to 375 horse-power with a flue of 80 feet long; but it would be less than half its original power. Again, a chimney of 80 horse-power, with a flue 400 feet long, would be less than half its original power in table III., and may be 80 feet high and either 2 feet six inches round or 2 feet three inches square.
Length of Pipe in Feet,Length of Pipe in Feet,
Pipe Diameter in Inches,Pipe Diameter in Inches,Pipe Diameter in Inches,Pipe Diameter in Inches,Pipe Diameter in Inches,Pipe Diameter in Inches,
Power of Chimney to Burn Bituminous Coal.
No.Pipe Length in Feet,Pipe Diameter in Inches,
Power of Chimney to Burn Bituminous Coal.
No.Pipe Length in Feet,Pipe Diameter in Inches,
Power of Chimney to Burn Bituminous Coal.
Power of Chimney to Burn Bituminous Coal.
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Table II., showing Dimensions of various High Chimmneys. (b = length of brick.)

                                                               

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Volume of Air Draught of inches of Water Pounds of Coal per Hour Pounds of Coal per Cubic Foot Pounds of Coal per Cubic Foot per Hour
Internal Air External Air Total. Cold Air as Hot as External. Hot as External.
1 2 4 6 7 8 9
1.55 199 3891 3048 2988 2948 2908 2878 2848 2818 2790 2768 2740
1.65 209 3999 3099 3059 3019 2979 2939 2899 2859 2819 2779 2739
1.75 219 4099 3149 3109 3069 3029 2989 2949 2909 2869 2829
With chimneys to warm-holders the friction of the long flues must be considered as well as the heat lost through them, and it will be seen that when the internal temperature is increased, the draught of the internal air is between three and four times that of the external air, as shown by column 5 of table II., and this is true even when the external temperature is only 60°. At such high temperatures there would be an enormous loss of useful effort, and the power of the chimney would be greatly diminished. It will also be seen that when the internal temperature is increased from 60° to 85°, the draught-power increases from 32.5 to 34.4 pounds per cubic foot, and that this increase in draught-power has shown to be the best in practice. The table shows, however, that a variation of 1/10th either way has little influence on the power of the chimney, thus, with volume V, we have 100+107=117 pounds per cubic foot; with volume VI, we have 100+107=117 pounds per cubic foot; with volume VII, we have 100+107=117 pounds per cubic foot; with volume VIII, we have 100+107=117 pounds per cubic foot; with volume IX, we have 100+107=117 pounds per cubic foot; with volume X, we have 100+107=117 pounds per cubic foot; with volume XI, we have 100+107=117 pounds per cubic foot; with volume XII, we have 100+107=117 pounds per cubic foot; with volume XIII, we have 100+107=117 pounds per cubic foot; with volume XIV, we have 100+107=117 pounds per cubic foot; with volume XV, we have 100+107=117 pounds per cubic foot; with volume XVI, we have 100+107=117 pounds per cubic foot; with volume XVII, we have 100+107=117 pounds per cubic foot; with volume XVIII, we have 100+107=117 pounds per cubic foot; with volume XIX, we have 100+107=117 pounds per cubic foot; with volume XXI, we have 100+107=117 pounds per cubic foot; with volume XXII, we have 100+107=117 pounds per cubic foot; with volume XXIII, we have 100+107=117 pounds per cubic foot; with volume XXIV, we have 100+ 350 **CHIMNEY.** their thickness so as to compensate for the compression of the mortise-joints at the opposite side effected by the pressure of the wind. The sawing was done by first removing a portion of the brick-work behind the chimney, and then cutting through the mortar-joints on the exterior surface of the chimney. Narrow holes were then cut out by means of chisels, the workmen then using the internal smoothing, and working cautiously from the inside. A saw with a single handle—in reality an ordinary hand-saw—was employed for this purpose, and it was found that it was more convenient than any other tool for cutting through the mortar-joints. The holes cut out, so as to work through a horizontal mortar-joint, and it was then worked by hand, removing the mortar with a trowel, and filling up the hole with sand. This operation was continued until the whole was cut out, and the removed brickwork in the interior was replaced by fresh bricks and mortar being pro- ceeded. As soon as the greater portion of any one mortar-joint is sawn through, the effect produced upon the surrounding bricks is such that they are driven together, and it becomes difficult to carry on the work except on the saw, making it difficult to withdraw. If the precautions taken to commence sawing at the top of the chimney were not observed, it would be impossible to proceed without considerable labor. In the case of the Fort Dunmore chimney, sawing was commenced at the top, 128 feet below the chimney base, and proceeded downwards to a point 16 feet from its base. Mr. Townend, who conducted this operation personally, judging by the effects produced by each inci- sion, adopted the spot for the next cut, proceeding gradually downwards until the last cut, 41 feet from the ground level, had been made. In the spring of 1868 the chimney at Barham Manor House No. 2 in table II., suddenly assumed an inclined position, which increased daily until it reached an angle of 45 degrees with the vertical at the end of May, and seemed yet to increase, and threatened an overthrow. Some layers of bricks in the chimney already showed signs of being loosened by this inclination. By means of a number of these black lines above the scale being noted, these lines were, by means of a thread-line projected on a plane situated on the side of the chimney, to find the deviation from the vertical line at these differ- ent heights. The inclination varied from 10 to 12 degrees at 10 feet from its base; 14 degrees at 20 feet; at 30 feet; at 100 feet; at 120 feet; at 140 feet; at 160 feet; at 180 feet; at 200 feet; at 220 feet; at 240 feet; at 260 feet; at 280 feet; at 300 feet; at 320 feet; at 340 feet; at 360 feet; at 380 feet; at 400 feet; at 420 feet; at 440 feet; at 460 feet; at 480 feet; at 500 feet; at 520 feet; at 540 feet; at 560 feet; at 580 feet; at 600 feet; at 620 feet; at 640 feet; at 660 feet; at 680 feet; at 700 feet; at 720 feet; at 740 feet; at 760 feet; at 780 feet; at 800 feet; at 820 feet; at 840 feet; at 860 feet; at 880 feet; at 900 feet; at 920 feet; at 940 feet; at 960 feet; at 980 feet; at 1,000 feet; and finally to a point where no inclination could be detected. At this point a hole was made through all but two courses of bricks in order to ascertain whether or not there was any danger of collapse. It was found that there was no danger whatever. The only reason why this inclination had occurred was owing to a fault in the manufacture of the establishment to set the chimney temporarily out of use, it was necessary that water should be admitted into it during construction. When this water had been removed, however, everything was restored. A hole was made through the whole thickness of the chimney on that side of it which was inclined towards its base. A test was made by placing a weight on top of this hole, and finding that when this weight was removed, nothing happened. This proved that there was no danger whatever from collapse. The same experiment was repeated on another part of the chimney which had also shown signs of inclination. In both cases it was found that there was no danger whatever from collapse. A hole was made through all but two courses of bricks in order to ascertain whether or not there was any danger of collapse. It was found that there was no danger whatever. The only reason why this inclination had occurred was owing to a fault in the manufacture of the establishment to set the chimney temporarily out of use, it was necessary that water should be admitted into it during construction. When this water had been removed, however, everything was restored. Defects of Chimneys.—Small chimneys have a variety of causes, such as imperfections in their frame, too contracted dimensions, too rough an interior surface, openings which admit cold air and chill it, (and therefore cause dampness) and insufficient ventilation. These defects may be remedied by laying down new brickwork or by replacing old brickwork with new brickwork laid in new mortar. Great attention must be paid much attention to the care of smoking chimneys. He generally found the cause to be too large a throat, and too small flue opening between stove and fireplace. Sometimes he found that there were two flues placed, reaching up to the throat, and to lower the fireplace somewhat. Sometimes the aperture at the top is too large, particularly if it is below the level of some neighbouring house, hill or high trees, from which rain-water may fall into it and cause dampness in winter time. Sometimes there is too little draft down below them. An inadequate admission of air into the room in which fire is used will cause dampness in winter time. Sometimes there is too much draft up above them. The smoke will itself be in great part obstructed. The opening of a door or window often shows cause of this trouble by allowing cold air to enter into room while heat is being used in fireplace. The best way to prevent dampness is to keep all doors and windows closed when not in use. In some rooms which connect by an open passage, the burning of a fire in one room may establish an upward current, which may draw cold air down into another room or even down stairs. Any attempt to close off such passages must be carefully attended to. Any draw could only succeed by closing off communication between rooms or opening them with hot air which it requires from some other source. When a chimney stokes in consequence of the wind blowing down, this is usually caused by a lack of draught in one or more rooms connected with it. The remedy is usually found by adjusting a bent top to the top of the chimney, and keeping its mouth turned inwards towards those rooms which require draughts for heating purposes. It is sometimes advisable to admit a smaller quantity of air, and this is dispersed through the large body in its flow without being lost down below them. Sometimes there is no draught up above them because there is no stove in substitution for them for fireplace, and the pipe is led into chimney. This causes an increase in dampness in those rooms connected with them. Reference has been made to several instances where chimneys have been built too high as high as that erected by Mr. Townend near Barham Manor House No. 2 in table II., where it rose vertically upwards from its base for nearly three hundred yards before reaching its summit. Cresson, France: see Engineering: ill., p.185. A description of the manner of taking down a large chimney is given in Engineering: ill., p.185. With reference to stability of dwelling-house chimneys... CHISEL 351 as Engineer, et al., 1891, for concrete chisels; *Scientific American*, xix, 29. See also "A Treatise on Iron", 3d ed., London, 1878; "Factory Chimneys and Bellows," Wilson, London, 1871. *Ameliois Dantier and Boulz.* **CHISELS.** The chisel is a cutting tool more especially designed for peening and splitting. The form of chisel varies according to the work which they are intended to perform and the material to be operated upon. In all cases the tool may be regarded as a wedge formed by two inclined planes meeting at right angles. The angle between these planes is called the bevel of the chisel. This angle may vary from about 30° to 100°. Occasionally, as in the chipping chisel and the turner's chisel for soft wood, the tool is ground from one side only, in such cases the general surface or edge of the tool is curved. The principles underlying the construction of cutting tools will be found under *Planishing Tools*. For the uses of the chisel for turning, see *Lathe Turning Tools*; for carving, see *Carving Tools*. Chisel for Metal.—Chipping chisels are employed for dressing metal surfaces. Fig. 713 repre- sents a common form of chipping chisel used for this purpose. The head of the chisel is flat and at being tempered to a blue color. The use of the cape chisel is to cut grooves. In shipping large sections of wood, it is necessary to cut out a number of small holes in order to facilitate the removal of the wood from the ship. A chipping chisel is used for this purpose. It is held in a vise and to assist the operation of the latter by preventing its corners from digging in, as they are otherwise apt to do so. A common form of chipping chisel is shown in Fig. 713. It is then employed to cut out of the wood any portion remaining between the grooves. The sides of those chisels which are used for cutting into wood are flat against the work. For below curved surfaces a pointed chisel is used. When cutting metal, the end being ground to a point serves as a ser or a gouge, and the other face as a cutting edge. In Fig. 773 is shown a form of side chisel used for cutting out curved surfaces. Fig. 775 rep- resents a common form of chisel employed for cut- ting out the sides of key, wheels, mortises, etc. In inside work, for instance, for cut- ting hot metal, the angle of the head should be about 60° or 70°, and the angle of the cutting edge about 40° or 50°. The length of the cutting edge should be about 90° and the short barrel for cutting about 90°. All rod chisels are made with a long barrel so that a rough hand can be applied to them when needed. Such a chisel will sustain a severe hammering without much injury to the head and cutting part, if only about half an inch is bent back and the head made as soft as possible. After the cutting end has been hardened and tempered, it should be ground down to a proper shape, but only a short length of the chisel hard- ened and tempered should be left on each side of the head, because this portion becomes burst due to bending and cracking cracks that are not visible at an untrained eye. In chisels for sawn-angles the angles of the taper parts are about the same as of ordinary straight edges; but in sawn- ing parts they are thicker and of greater A very useful case of chisel is the one illustrated in Fig. 776. This is used for cutting out thin sheet brass, copper, etc.; also for removing all superfluous metal that may be at- tached to thin bars, rods, etc.; also for removing all superfluous metal that may be at- tached to thin sheets which is being shaped to finished dimensions. To permit the free use of a trimming chisel its cutting edge is curved, because this form enables the smith to slide the A diagram showing a common form of chipping chisel (left) and a cape chisel (right). A diagram showing a common form of side chisel (left) and a pointed chisel (right). A diagram showing a common form of side chisel (left) and a pointed chisel (right). A diagram showing a common form of side chisel (left) and a pointed chisel (right). A diagram showing a common form of side chisel (left) and a pointed chisel (right). A diagram showing a common form of side chisel (left) and a pointed chisel (right). A diagram showing a common form of side chisel (left) and a pointed chisel (right). 352 **CHLORINATING MACHINERY.** tool easily along a cut which may be of great length, although not very deep. In such chisels the cutting edge is concave, as shown in Fig. 777. These chisels are useful for making a square cut through an axle or shaft, or for cutting a gap-bearing block, which maintains its position by proper position for cutting. Con- 777 cave chisels are sometimes made with two handles, one to short arms extending from the handle, the imple- 778 ment may then be supported between the hands of two 779 men, one at each handle. To avoid the necessity of hold- ing the implement in work, it may be keyed to the base or other part of the machine, and also to be used, this is very convenient. The forging, manufacture, and use of these metal- working chisels are fully dis- cussed in the "Mechanics and Industrial Arts," by Ruge neers," by Cameron Knight, New York. Wood Chisel.--The co- mercially known wood chisel is de- scribed under PLATES. There are two types, depending up- on form and material used for the framing chisel. The wooden frame is a piece of wood which is inserted in a wooden handle, as shown in Fig. 780. The framing chisel, used for heavier work than the firmer, has a steel frame, and when this wooden handle is inserted, Three forms of framing chisel, the oval-back, barrel-back, and round chisel, are shown in Figs. 780 and 781. **CHLORINATING MACHINERY. Chlorina- tion is a process for the extraction of gold by exposure of ore to chlorine gas.** 780 gas. The metallic gold is thus transformed into mobile chloride of gold, which can be dissolved in cold water and precipitated in a mixture of sulphate of iron, or as sulphide of gold by sublimed hydrogen gas. The precipitate may then be filtered, dried, and mixed with suitable fluxes, to obtain a nugget of malleable gold. The powdered and roasted ore is placed in teaching vat, Fig. 781 A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. A diagram showing the process of chlorination machinery. CHURNS. 353 364, which are simply wooden vats swung on gudgeons, and with a filter on the bottom made of pieces of wood, are used for the purpose of covering the gas. Fig. 785 shows two vats together, so that the gas which is introduced at the bottom passes through the whole row of vats. The ore is slightly dampened by water before it is put into the vat. Fig. 785 shows the gas- preparation apparatus merely of a lead chamber, made of cast iron or hard wood, and closed by a cover resting in a water- tank. The chamber contains a sand-bath. Between the preheating and the leading vat is placed a wash-bowl, where the excess of sulphuric acid in the gas is removed. When the operation is com- pleted, the lead containing gold is extracted by warm water, and the solution is tipped into dump-cans. The solution is run to precipitate the gold, as shown by addition of sulphate of iron, oxalic acid, etc. With proper care the process is a very perfect one, and the amount of gold obtained is very fine. Fig. 786 is an arrangement of chlo- rination works designed by Meares. Biotte and Lecocq have also devised methods for the use of the Bruckner ascending furnace, which is seen at \(L\), the starting point of the operation. The leaching vats are placed at \(A\), in a row, with a pipe running from each to a tank at \(B\), for removing the spent ore from the building, while the precipitating tube is seen at \(B\). At \(E\) are shown the precipitating tanks. CHURCHS. See Latex and Dulls. CHURCHS. In this country the original "dark-churn," and it is claimed by butter-makers who have had large experience to be the best. The dark-churn is hard to operate by hand, which is one objection to its use on a small scale; but, as all churns are worked by machinery, they may be considered as being outmoded. The modern churns are barrel-shaped, as represented in Figs. 790, 791, and 792, having a moderate bulge at the middle, and the churning mass large enough to occupy three-quarters of the area of the horizontal section of the ![Diagram showing a churn](image) middle of the churn. The dasher should be a complete circle, or have the form of one of the dashers shown in Figs. 787, 788, 789. A very ingenious apparatus, called the Odell & Simey spring motor, is shown in Fig. 793. It consists of a cylinder with a spiral spring of steel, enclosed in a barrel or drum hung in an iron frame, and connected by means of a 23 354 CHURNS. A diagram showing a churn with a wooden frame, a metal drum, and a handle. A cow is standing on the left side of the frame. TRI. wire rope or cord with a fuse, whereby the working strength of the spring, as it runs down, is constantly balanced and equalized. The motor runs for about half an hour with one winding up, and it requires about 14 minutes to rewind it. In Fig. 781 is represented the Key- churn, which is similar to the churn shown in Fig. 780, but differs in that the two churns are placed in pairs opposite, or two side by side, so as to be all worked by the power at the same time. In Fig. 782 is represented the churn which operates on the same principle as the dash-churn, producing the butter by concussion. This churn is constructed in the form of a box, without boards or paddles, adjustable to an oscillating cable. When the cable is pulled forward, the churn revolves forward and backward, the balance-wheel overcoming the resistance of the cream and causing the churn to work easily. This churn is very simple in construction, and easily kept in repair. In Fig. 784 is represented the "Horse churn." The principle of producing the motor in this A diagram showing a horse-powered churn with a wooden frame, a metal drum, and a handle. A horse is standing on the left side of the frame. TRI. churn, when properly worked, is the same as in the dash-churn. The operator must cause the dash-boards to strike the cream with force similar to the blow of concussion in the dash-churn. The proper point for the return swing of the churn will be apparent by the churn moving back itself, which movement must be assisted by slightly jerking it at the beginning of its return swing. 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One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheel turned outward while both wheels are turned inward for another machine. TRI. A diagram showing two horses pulling ropes attached to two churning machines mounted on wheels. One machine has its front wheelturned outwards while both wheels areturned inwardsforanothermachine CLOTH-CUTTING MACHINE. 555 produce the blow of concussion. Each dash-board must make the blow on each swing. The worn-out dash-board is easily renewed by concurrence, and better is quickly produced. The "revolving box-churn" is shown in Fig. 798. This machine is a very simple contrivance, and one of no waste of cream. It contains a revolving ing cream agitator, running in an opposite direction, by which the cream is thoroughly mixed. "The 'whipper's rectangular churn,' shown in Fig. 794, has been found to be the most satisfactory for the cream only setting open itself and the inner flat sheet of the churn being used for the purpose of mixing. As the churn revolves the cream constantly falls from corner to corner, thus giving a diversified ac- tion, and the cream is thoroughly mixed. This is called "dead" or half-drummed cream." The "Union churn," shown in Fig. 797. Of this kind of the Union churn, Fig. 796, the con- tainer is clear from the engraving. APPARATUS H. A. M., Jr. CHEVE. An inclined trough forming a feeder of parallel sides, with a horizontal bottom, and also an inclined plane on which logs are passed down the chute. CLAMMING MACHINE. A machine in which an eared steel plate is driven into a soft wood con- text with a soft steel mill, in order to deliver a mean impression throughout. The mill is used in making paper, and in making leather. See CLAMP. A device for temporarily holding the parts of a piece of work firmly together. Fig. 799 represents the form of clamp used by jitters to hold glued joints while the glue is hardening. The work is placed between the jaws at A, and the screws are adjusted so that the jaws just touch Clamp diagram showing how to adjust screws. the object. The screw B is first tightened, and the final grip is given by the screw C. Fig. 800 represents the usual form of clamp for holding together pieces of metal while the same are being spliced together. B. CLOKES. See Waxwork and Clocks. CLOCK-MAKER'S LATHE. A lathe constructed for cutting cloth for tailors' purposes. The Panno machine, represented in Fig. 801, consists of a vertical shaft driven off a counter-shaft by a tread- wheel. Attached to a hollow standard, in which this shaft runs, is a horizontal jointed arm, carrying two arms, one of which carries a pair of shears, and the other a pair of scissors, as shown in the illustration; this vertical shaft drives by lever-wheels a revolving cutter 4 inches in diameter, mounted on a horizontal shaft; this latter shaft is supported by a spring from the joint ; the cutter is made of brass tubes, the outer length being supported by a spring from the joint ; the cutter can be raised or lowered by means of a screw; it can be turned round by means of a handle; it cuts cloth according to the quality of the material, and can follow any description of line, either curved or straight. The foot-plat under the cutter preserves the table from injury, and the cutter can be moved up or down by means of a screw attached to its handle; when this screw is turned, the revolv- ing wheel fixed on one corner of the table enables the cutter to be sharpened without stopping 356 CLOTH-FINISHING MACHINES. the machine. A clamp is used for holding several layers of cloth together when meeting them from one table to another, by which the old-fashioned screw clamps are dispensed with. It consists of a small casting, the foot being flat and the stem of a triangular section; on the latter slides loosely another flat casting, the upper arm of the clamp, which is provided with a small ball at its lower end, upward the outer end of the upper arm of the clamp, and by doing so increases the friction on the flat side of the stem to such an extent that the stem cannot move. To release the clamp, the upper arm has to be lifted up. Mr. Albin Ward also exhibited at the Centennial Exhibition, 1876, two machines for clothe- ting. The travelling machine has a arm running on a little railway, secured to the table, and carry- ing a revolving cylinder, which is worked by a spring. The cylinder is made of metal and fitted by an endless band which surrounds the travelling pulley attached to the arm. The standard machine has a revolving cylinder, but no arm; this piece is placed in front of the cylinder and revolves on its center, but cannot travel over the table. CLOTH FINISHING MACHINES. (See CALDERWOOD, CALTON PRINTING, AND FILLER ME- MORIUM.) Cloth-finishing machines prepare the surface of woven fabrics, so as to improve their appearance, and often in the case of inferior goods to cover the poor quality of the material. Some of all such machines consist of a revolving cylinder or cylinders, upon which are placed pieces of cloth which have been used to keep the warp together, and which are therefore of a sticky nature. To remove these adhering substances, they are removed from the cylinder by means of a Drying Machine. These are contrivances for removing the water from the stuffs and for dry- A diagram showing a cloth-finishing machine. ing them. Both these classes of apparatus have the same purpose, namely, to remove from the stuff the moisture contained in it; but they differ in their mode of operation. This moisture is of two kinds, one part being held mechanically by the stuff, while the presence of the other part is due to the hygroscopic qualities of the material; this latter portion is known to be very profuse. 356 CLOTH-FINISHING MACHINES. 357 and. The mechanically hold moisture is now generally removed by means of centrifugal drying machines (see SUGAR-MAKING MACHINERY), which are very similar to those used for the remainder of the drying. Dr. Herman Grothe has published a work on this subject, in which he shows how much more effective is the use of centrifugal machines, that the rotary drying machine can only be used up to a certain limit, and that the construction of the centrifugal machines is such that they are so well-designed centrifugal machine should represent a correct combination of mass and strength, that they will be able to remove all kinds of power, while the machine should also be provided with a device for stopping the rotary motion almost instantaneously. The drying machines intended for removing the water from woolen materials are made by means of heat are of various systems. One of these is shown in Fig. 801, and is more especially adapted for cleaning woolen material than for cotton material, and is used for effecting the simultaneous drying and starching of woolen halfs. In order to effect this purpose, the woolen material is placed in a box, and then passed through two rollers, one of which is driven by steam, and the other by a belt. The steam passes into the dryers through a pipe, and is heated by steam through the hollow frame e.e., which is constructed for a pressure of three atmospheres. The air enters through the bottom, the lat- ter being fixed in such a manner that it may easily be removed. The steam passes through the cylinders, so that the breaking up of the fibres takes place, the cladding of the wool and the greening of the cylinders are avoided, and the drying of the matter is effected without any difficulty being ac- complished. From the Google 356 354 354 358 CLOTH-FINISHING MACHINES. passes into the folding apparatus carried by the arm B. The water arising from the condensation of the steam is continually taken off from rollers and frame. The motion of the cylinder is pro- duced by the friction of A, A, and by the pulley ; and accord- ing to the speed required for the operation of the machine A is moved along its axis either forward or backward, according to the circumference of the face-pole p. Cloth-like stuffs are placed in the fulling-nail in order to facilitate the napping or felting of the materials. (See FULLING MACHINES.) Wooden stuff is next taken to the gigmill. The Gig-Mill.--An example of this machine, which is used for napping the fabric, is given in Fig. 806. The cloth which is to be napped is first wound on the roller D, and then drawn over the two straining rollers d d to the cloth-roller E. By means of two levers e e, which are mounted at each end and with two pins, one of them is thrown out of gear, and the lower roller e e is raised, while the cloth is drawn downward over the re- volving drum A, which is set with teeth, as shown in Fig. 805, until the whole length has passed over both sides of the two cloth-rollers E, revolving in opposite directions, and the cloth passes back again over the upper roller which is contin- ually raised and lowered successively. The straining roller d d can be raised or lowered by a lever passing on the wooden sharpening machine, Fig. 806. From this machine it is forwarded, cloth passes to the Wooden-Cloth Sharpening Machine, Fig. 806. built by the Parks & Woolson Machine Company, Springfield, Vt. In an opposite direction to that in which the cloth is moving, raises the nap which has been formed by the action of the gir, so as to prepare it for the action of the helical blades of the shear H, which acts against a ledge-blade, not seen in the drawing. The cloth is brought up to the point A detailed illustration of a cloth-finishing machine. A close-up view of a part of the machine showing a lever mechanism. CLOTH-FINISHING MACHINES. of extent of the shear-blades by the rest-roller C, the distance of which from the shears is adjusted by screws according to the thickness of the cloth to be sheared. This rest-roller is composed of either end of small movable plates or sections, which are brought up to the proper point of contact or pressure by means of levers, operated by the handle D, and which may be placed on either end of the bored L. These levers A, B, C, D, which are connected with a distance from the cloth as far as it is desired to cut the fabric itself, but so as to cut only one layer at a time, and thus avoid the friction between the coarse threads of the thick fluting, and by an internal screw on the rod operate the levers, by which the move- ment of the shears is expressed, so as to allow the fluting to pass through without being brought in contact with the shear. The Cotton-Cloth Shearing Machine, as shown in Fig. 807, has been invented by Mr. J. H. Whipple of Lowell. It con- sists of a frame A, on which is a sur- face of the cloth intended to be sheared or trimmed is supported by two knobs firmly against the point of contact of the shears B, C, D, E, F, G, H, I, J, K, L, M, N, O, P, Q, R, S, T, U, V, W, X, Y, Z, by means of fixed supports on each side of which the cloth passed just before reaching and after leaving the machine. In con- tract, and a little above its place on the plate A is a revolving bar D', which re- moves the cloth from the shears B', C', D', and is held down on them by the straining bars A', B', C', D', E', F', G', H', I', J', K', L', M', N', O', P', Q', R', S', T', U', V', W', X', Y', Z'. A' are the rest-bars, B' the rest-rollers for guiding the di- rection of the arrow, C' the revolving cylinder combined with a series of helical knobs, and Z' the machine blade. The shears B' are similar to those used in cutting fabrics. In the machine as representa- ted in Fig. 807, the cloth passes over the shear C' and is drawn forward by the frictional rod operated by the handle D', and passes under a revolving bar D', which serves to raise the nap of the cloth, and also to hold down both ends and threads which are left as it comes from the loom. It then moves over a plate A' which is the machine above to the brush and shears B'. The revolving bar D' above the cloth, so as to trim both ends and threads. The cloth then passes under a roller G', which draws it through the machine, and delivered to the wind- ing machine. The cloth is then drawn out a pull for folding machine. The cloth is folded into bales by a device away by the fan F., through the pipes E., E., E., E., E., E., E., E., E., formed; in some cases having four sets of cutters on one side of the cloth only; in others having cutters on both sides. The pieces of cloth are sewed together by a sewing machine, designed for 359 A diagram showing a cotton-cloth shearing machine. 360 A diagram showing a cotton-cloth shearing machine. 361 A diagram showing a cotton-cloth shearing machine. 362 A diagram showing a cotton-cloth shearing machine. 363 A diagram showing a cotton-cloth shearing machine. 364 A diagram showing a cotton-cloth shearing machine. 365 A diagram showing a cotton-cloth shearing machine. 366 A diagram showing a cotton-cloth shearing machine. 367 A diagram showing a cotton-cloth shearing machine. 368 A diagram showing a cotton-cloth shearing machine. 369 A diagram showing a cotton-cloth shearing machine. 370 A diagram showing a cotton-cloth shearing machine. 371 A diagram showing a cotton-cloth shearing machine. 372 A diagram showing a cotton-cloth shearing machine. 373 A diagram showing a cotton-cloth shearing machine. 374 A diagram showing a cotton-cloth shearing machine. 375 A diagram showing a cotton-cloth shearing machine. 376 A diagram showing a cotton-cloth shearing machine. 377 A diagram showing a cotton-cloth shearing machine. 378 A diagram showing a cotton-cloth shearing machine. 379 A diagram showing a cotton-cloth shearing machine. 380 A diagram showing a cotton-cloth shearing machine. 381 A diagram showing a cotton-cloth shearing machine. 382 A diagram showing a cotton-cloth shearing machine. 383 A diagram showing a cotton-cloth shearing machine. 384 A diagram showing a cotton-cloth shearing machine. 385 A diagram showing a cotton-cloth shearing machine. 386 A diagram showing a cotton-cloth shearing machine. 387 A diagram showing a cotton-cloth shearing machine. 388 A diagram showing a cotton-cloth shearing machine. 389 A diagram showing a cotton-cloth shearing machine. 390 A diagram showing a cotton-cloth shearing machine. 391 A diagram showing a cotton-cloth shearing machine. 392 A diagram showing a cotton-cloth shearing machine. 393 A diagram showing a cotton-cloth shearing machine. 394 A diagram showing a cotton-cloth shearing machine. 395 A diagram showing a cotton-cloth shearing machine. 396 A diagram showing a cotton-cloth shearing machine. 397 A diagram showing a cotton-cloth shearing machine. 398 A diagram showing a cotton-cloth shearing machine. 399 A diagram showing a cotton-cloth shearing machine. 400 A diagram showing a cotton-cloth shearing machine. 401 A diagram showing a cotton-cloth shearing machine. A diagram showing a shearing machine with various components labeled. the lever F is furnished with a heavy weight. The action of the machine is as follows: The cloth to be pressed passes over the bars S R and the friction-rollers K's and M', then over the upper part of 810. CLOTH-FINISHING MACHINES. 361 The brush F 3, and thence between the roller C and the concave bearing B B, and finally over the roller C 1 and the platter. The bearings B B are heated or not as desired. The pressure may be brought by the lever A up to the desired point, but the machine is only used for finishing frame only, the roller C is lifted from the cloth by means of the lever N. For the purpose of steaming the fabric it is necessary to place the fabric on a steam-jacket. The below plate steam-jackets, Fig. 811, is used in finishing woolen and worsted cloths, which are placed in a steam-jacket, and then passed through a series of rollers, each pair of which is separated by a pair of hollie iron plates, and each plate laid between a pair of hollie iron plates. These are then heated by steam from joints J J, piggings P P, and from a steam-jacket S S. The steam-jackets S S are steam-jackets joined to one another, and which when closed up, either by screws or by hydraulic pressure, till the desired pressure and finish are obtained. A uniform heat is secured in this way, and the steam-jackets can be removed without disturbing the position of the rollers for heating the plates are entirely sealed. Among other machines for steaming cotton goods, not above mentioned, is the "sapper," used for cotton flannel, which is very similar in its operation as to the steam-jackets for steaming woolen cloths, except that wire card-ends are used instead of canvas. Sweeper Machine.--For the expeditious removal of the flaky and fibrous projections from the surface of cotton goods, a sweeper machine is used by the aid of which the stock, etc., is turned off. In Fig. 812 is represented a machine of this kind, constructed by Mr. H. W. Schulte, of Berlin, under the superintendence of Zittau, Germany. This consists of the hearth A (above which the platter D D is placed), two pairs of rollers E E and F F (the upper roller being driven by a steam-engine) and C C. By means of suitable clutches the singling apparatus may be put out of work without stopping the machine. The stock is fed into the machine at A, passes over the platter D D, goes between the rollers E E and F F, and then comes into contact with the brush 4, and going over the adjustable knife A, passes over the platter D D again. The stock is then conveyed to the platter D D again by means of the platter G G. If further singling is required, the machine is reversed, and the manipulations are repeated, but in the opposite direction. Singing plate, so that they may be more quickly caught by the heated surface. The cover is placed over the plate I as soon as the machine is stopped; this is done in order to prevent the A diagram showing a sweeping machine. A diagram showing a sweeping machine. 362 CLOTH-FINISHING MACHINES. air from coming into contact with the heated plate $L$. The speed with which the stuff passes over the plate varies according to the thickness and condition of the stuff and the temperature in the room. Fig. 815 shows a machine for finishing cloth by beating. The machine consists of a frame $D$ which is the gas-pipe and $B$ the gas-burner. $R$ is the air-pipe and $C$ the air-tube. The gas and air enter at $B$, pass through $R$, and are ignited at its other end, the flame impinging on the cloth as it passes around the roller $A$. The Beating Machine.—An improved form of this apparatus, of English construction (Patentors' patent), is shown in Fig. 816. The machine consists of a frame $D$, on which is fixed a roller $A$, which consists in its bringing to bear on the cloth a number of hammers or beaters worked at a high speed, these hammers being mounted on a shaft, which is driven by a motor attached to the machine, and there being interposed between the successive hammers and the hammers a spring connection which relieves the pressure of each hammer upon the cloth when it has passed over it, and allows it to return under its own weight. The spring connection is made by suspending each hammer from a leather belt attached to a horizontal steel spring, as shown. In the old-fashioned beating machine the hammers or "fallers" were lifted by hand, but in this machine they are worked by steam power, and their speed was about 60 blows per minute. In the machine here represented the beaters give 400 blows each per minute, and are worked by steam power. The steam is admitted into a cylinder, which is heated by means of the blow box, however, be varied by altering the speed. The cloth being operated upon is carried by one of two endless belts, which are fastened to two pulleys, and are so arranged that they drive themselves capable of revolving. The three cloth-bellows can thus be brought successively under the action of the hammer, and the operation of the machine is thereby rendered continuous, the filling and winding being performed simultaneously. Creping Machine.—Cotton, linen, and half-sweeden stuffs are usually creped with a finishing fluid in order to procure a certain smoothness to the tooth, and often lustre. In order to do A diagram showing a creping machine. this in a suitable and uniform manner, special machines are used. Starching machines, which may either be fixed to the cylinder driving machinery, or may be used as independent machines, belong to this class. They consist essentially of a cylinder containing water or some other liquid for starching, and rising of wooden or half-wooden staffs in an alkaline solution, for the purpose of drying, or as necessary preparatory for the process of drying, or to provide the starch after being cleaned with finishing machines. These machines are provided with three rollers $a$, $b$, and $c$, as shown in Fig. 818; it is provided with three boxes, $a$, $b$, and $c$, which contain the different fluids to be used for starching purposes. Three rollers, carried in strong frames, and running against a series of pressing or squeezing rollers $d$, $e$, $f$, press into them all kinds of materials; they are also provided with several races ways according to the quality of the stuff; thus the latter is either round or oval, which both determine whether it shall be pressed into one race-way or another. When these rollers rotate in such manners as to press into them all kinds of materials; they are also provided with several races ways according to the quality of the stuff; thus the latter is either round or oval, which both determine whether it shall be pressed into one race-way or another. When these rollers rotate in such manners as to press into them all kinds of materials; they are also provided with several races ways according to the quality of the stuff; thus the latter is either round or oval, which both determine whether it shall be pressed into one race-way or another. When these rollers rotate in such manners as to press into them all kinds of materials; they are also provided with several races ways according to the quality of the stuff; thus the latter is either round or oval, which both determine whether it shall be pressed into one race-way or another. The starchy material is placed in a tank $g$, from which it is drawn off by means of a pipe into a vessel $h$, where it is mixed with water from a tank $i$. The mixture is then conveyed by means of a pump into a vessel $j$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The starchy material is placed in a tank $g$, from which it is drawn off by means of a pipe into a vessel $h$, where it is mixed with water from a tank $i$. The mixture is then conveyed by means of a pump into a vessel $j$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The starchy material is placed in a tank $g$, from which it is drawn off by means of a pipe into a vessel $h$, where it is mixed with water from a tank $i$. The mixture is then conveyed by means of a pump into a vessel $j$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The starchy material is placed in a tank $g$, from which it is drawn off by means of a pipe into a vessel $h$, where it is mixed with water from a tank $i$. The mixture is then conveyed by means of a pump into a vessel $j$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The starchy material is placed in a tank $g$, from which it is drawn off by means of a pipe into a vessel $h$, where it is mixed with water from a tank $i$. The mixture is then conveyed by means of a pump into a vessel $j$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The starchy material is placed in a tank $g$, from which it is drawn off by means of a pipe into a vessel $h$, where it is mixed with water from a tank $i$. The mixture is then conveyed by means of a pump into a vessel $j$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The starchy material is placed in a tank $g$, from which it is drawn off by means of a pipe into a vessel $h$, where it is mixed with water from a tank $i$. The mixture is then conveyed by means of a pump into a vessel $j$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The starchy material is placed in a tank $g$, from which it is drawn off by means of a pipe into a vessel $h$, where it is mixed with water from a tank $i$. The mixture is then conveyed by means of a pump into a vessel $j$, where it is kept until required for use. The material is partly squeezed out of its pores by means of a screw-gear $k$ and then conveyed by means of a pipe into a vessel $l$, where it is kept until required for use. The starchy material is placed in a tank $g$, from which it is drawn off by means of CLOTH-FINISHING MACHINES. 363 as the rollers by the bow-wheel-gear $g$ of $g'$, and each pair of rollers can be worked or put out of gear independently of the other rollers by means of suitably arranged couplings $r$. By means of the wooden rails the staff is guided into the machine without any folds; $t$ are guide-rollers, and $v v$ are a set of guides. The Measuring and Winding Machine, Fig. 816, from the Parks & Woodson Machine Company, is of a kind generally used for putting up a large class of narrow woollen and worsted fabrics, which A diagram showing a cloth-finishing machine with various parts labeled A, B, C, D, E, F, G, H. 817 are "rolled" or wound on boards. The cloth passes through proper guides to the measuring roller $A$, having a cloth surface, a worm-gear on the end of which operates the gear of the balance wheel $B$, and a worm-gear on the end of the measuring roller, in yards and fractions, at the indexial $D$. Passing partly around the winding roll $E$, to give motion, partly around the measuring roll $A$, to give motion, and partly around the tensioning roll $F$, to give motion, the winding jaws $C$, which include between them the board or slat on which the cloth is wound. The winding jaw $C$ is moved by a screw connected with the head-wheel $G$, and when the cloth is rolled and measured, the index-plate is thrown out of gear, and reset at zero for the next piece. A diagram showing a cloth-folder with various parts labeled A, B, C, D, E. 818 The Cloth-Folder, Fig. 817, is widely used for cotton cloths, prints, and other light fabrics. The crank-disk $A$, on the main shaft, gives motion to the two parallel levers $B,B$, supported on a stud, and connected at the top by a funnel-shaped mouth-piece at $C$, through which the cloth is brought from 364 CLUTCH the delivery roll $F$. This mouth-piece is inclined alternately to the right and left by the motion of the bar $B$, so that the lower edges of it insert the cloth between the stationary bars $D$, the under flanged wheel $E$ being always in contact with the cloth. The upper edge of this mouth-piece is held sufficiently to admit of the entrance of the edge of the mouth-piece with a thickness of cloth at each vibration of the same, and retains the cloth as the mouth-piece is withdrawn. When the piece is folded, and the cloth is drawn through the machine, the mouth-piece is withdrawn, which lifts A, and admits of the removal of the cloth. Another form of folding machine, of German construction, is represented in Fig. 817 B. It consists of a pair of rollers $A$ and $B$, one of which supports the cloth-beam, from which the stuff passes half folded to the roller $C$, and thence to the rollers $D$ and $E$. The work is conveyed on a belt, which is carried by a pulley $G$, and lying down into the trough $L$ is effected by the lever $p$ worked from the shaft carrying the pulley $q$. **Breaking Machine.—During the process of drying the maintenance of the state at its utmost strength, which is necessary for good results, is attended to by means of a breaking machine, which takes place in two ways. Side and front elevations of a machine devised by J. Dacunha & Co. of Mil- house are given in Figs. 818 A and B. The machine consists of a frame $A$, on which are placed the shaft $J$ with the pulleys $K$ and the spool-wheel $M$, which transmits the motion by means of the wheel $W$ to a cylinder $N$, which has a groove cut in its side. The cylinder $N$ is connected with a second cylinder $O$, and these stretching rollers appear cylindrical externally, as shown in the engraving, but they consist of an India-rubber tube drawn over a grooved core, as shown at $J$ in Fig. 819 B. These cores of the two stretching cylinders are made of wood, and are provided with projections, which are adapted to position and shape with the projections of the other roller; this cannot be seen, however, unless the A diagram showing a machine for breaking material. two rollers are pressed together by means of the screws $K$ worked by the shaft $P$, when the grooves are shown through the India-rubber tube. The shaft $R$ is unriveted from the roller $Q$, and passes over a pulley $S$, which is connected with another pulley $T$. The latter is attached to a dis tributing apparatus $X$, or by the roller $F$, in which case latter can it pass to the table $O$, and is stretched during winding up by the roller $W$. Even a superficial examination of the rollers $a$ and $b$ will show that they have been made to fit closely together, so that no air can enter between them, thus effecting the breaking up of the finishing matter, and makes even very strongly finished stuff soft to the hand. (See Fig. 819 B.) CLUTCH. See COUPLER AND CLUTCHES. COAL-BRICK MAKER. See BRICKER OR CHERCHER. COAL-BRICK MAKING MACHINES.—Apparatus used for effecting mechanically the separation of the coal from the brick-making clay. The coal is brought down into a hopper or pit, where it is mixed with clay in greater equality with which the work is executed, and the smaller waste that is made in this operation, as well as that produced in making bricks, is thrown away without any loss to man or beast. The coal itself is also brought down in such larger pieces, while the danger incident to " bolting" by hand is avoided. The coal is then conveyed into a hopper or pit below a revolving cylinder, from which in the first instance of conducting the motive-power, which is derived from compressed air, from the surface of water or from steam engines. Gladioli machine (English) acts on the coal by means of an endless chain armed with teeth and blades, revolving around a slide or solid plate secured over the coal. The apparatus is driven by compressed air or steam power, and produces about 500 bricks per hour per square inch. The chains consist of flat links each link being elongated at one end for the purpose of holding the blades. The chain is made of cast-iron, and the width of each center to 34 inches. A diagram showing a coal-brick making machine. COAL-CUTTING MACHINES. 365 The machine advances automatically in proportion to the cutting of the coal by means of resistance, placed at both the forward and after ends of the frame, so as to work both ways. The inventor claims that it will advance 800 to 850 feet with a depth of 3 feet in 8 to 10 hours, producing 75 to 80 tons per day. The machine is self-acting, and can be used on any kind of coal, however, adapted to the undulations and irregularities found in most coal-mines. Model No. 1.-A diagrammatic view of the coal-cutter, showing the circular blade, which is attached to two eccentric wheels in order to give it rigidity; the teeth are inserted in the plate and operate like picks, each tooth advancing on the same plane and describing circles according to the im- pulsion of the eccentric wheels. The teeth are driven by a belt from a motor, which is actuated by levers, as do the picks used in hand labor. About 800 blows per minute are struck, and the operation of the machine is regulated by a lever. The teeth are made of cast iron, and are designed to gain an advance of 5 to 15 inches per minute, according to the hardness of the rock or coal. For further information see "Reports of Judges of Group I," Centennial Exposition, Coal-Mining Machinery, by A. J. Johnson. Firth's machine, used in the mines of the West Ardsley Coal and Iron Company, near Leeds, England, is shown in Fig. 249. It consists of a steel frame with a horizontal arm on which rests a wheel with teeth attached to its circumference. The teeth are set at an angle with the axis of rotation of the wheel, making a semicircular sweep of 4 feet 6 inches in 4 minutes, with only 25 lbs. pressure on a 6-inch cylinder with 6 inches stroke, cutting a groove of 14 inch. The Monitor coal-cutter, Fig. 250, is one of the latest forms of this type of machine. A shows the lower and supporting part of the cutte- ram; this is joined to the frame D by means of a pivot-hinges that holds the arm horizontally, but allows it to be raised or depressed on either edge, by means of which the cutter can be made to load up or down according to circumstances. B shows the upper part of the machine, consisting of two arms, one above and one below. The arm can also be raised or lowered without otherwise changing its relative position to the machine; this is done by means of a lever connected with a rod running through holes in the arm, and attached to a shaft, is a similar wheel that acts as a driver for the outer-chain F is a double-acting vertical-link engine, eight bore and three strokes. The whole is attached to the framework C by means of a pinion-wheel G attached to the shaft H. The frame C is supported on two parallel tracks E, as shown in Fig. 251. While working, the machine requires but one rail of the common type I from side to side for forming a continuous chain; this rail is fastened to the frame C, which is slipped on and held by means of chain-screws. The other two wheels are rimmed into the head stock K and driven by a belt from a motor L. For moving purposes, the wheels F are drawn down to the end of the frame D by the screw K, and the cutter-arm swings under the frame D by means of the screw-shaft D', which engages the teeth of the segmental A diagrammatic view of a coal-cutter. 365 366 COINING-MACHINERY. gear attached to the frame J. The machine is fed forward by means of a power wheelbox, operated by air. The windlass consists of an upright drum, driven by a small rotary engine, so geared that it will wind slowly enough for the lightest feed, or fast enough to pull the machine up the grade from the passage to the upper floor. The machine is mounted on a cast-iron base, which supports the varying strains that are being cut—a useful advantage, as in many places in the same room one yard can be out of load without any other machinery being moved. The machine is provided with a quantity of spines (spine) of various kinds, each of which is capable of cutting a different kind of coin. The machine, or course, varies greatly with the nature of the material cut. The following will show what the machine is capable of doing: coal: Weight of machine, 5,800 lbs.; depth of cut (extreme), 4 feet; depth of cut (average), 3 feet; thickness cut out, 6 inches; pressure used per square inch, 28 lbs.; out along line (average), 10 yards in 30 minutes; in 10 yards in 55 minutes; in 10 yards in 45 minutes. Exceptional work, 14 yards in 30 minutes; 10 yards in 55 minutes; 5 yards in 45 minutes. The necessary motion is communicated to the machine by means of a crank-shaft and the modes of driving it. The cranks in this case revolve in a vertical plane. The form of the axis is square, and the crank-shaft is attached to it by means of a pin. This shaft is only driven by con- tant with the axis itself, but also by engaging at a row of narrow centers, which carry the lower portion of the chain. In this manner only this time of chain is off work where the chains work, and get broken or quickly worn out. The machine is fitted with a pair of steel bars which are inserted into the wrought-iron bars which form the framing to which the cutting-bar and the driving gear are A diagram showing the internal components of a coin pressing machine. attached, another set of similar bars are on the side of them from which the stationary framing on which the whole machine slides. The forward motion is given by means of a stationary screw, round which a nut revolves, and this motion is arrested by moving a handle which separates the two halves of the nut into a circular space between them. When this happens, the screw turns backwards and drives the machine back again, a bolt attached to the stationary framing is, by means of a handle, thrown into gear with it. This causes it to turn forward again and drive the machine forward once more. Either steam or compressed air can be used for driving motion being communicated by suitable means from the pair of bars to the pitch chains. The machine weighs 780 lbs., and can be handled by two men at one time while working at a feed rate, 1 feet wide, and 4 inches high. COOPER-DAM. See FOSTERSONS. COINING-MACHINERY. Cog-Wheelers: See GEARWHEELS. Copper: Copper is gold and silver in their pure state, on account of their softness, are unsuitable for coin; consequently, each metal is alloyed with a certain quantity of some base metal, to give it greater hardness and strength. In England copper is alloyed with tin; in America copper is alloyed with zinc; in Europe, the proportion in 1000 being 900 parts silver and 100 parts copper; and in gold coin 1000 parts, 900 being pure gold, 100 alloy of silver and copper, of which not more than 50 parts is silver. In America gold coin is made by melting together all these metals in one process of manufacture: By means of powerful but accurately constructed rollers driven by steam, the imparts (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which are usually made from wrought iron) are drawn through thin strips of copper or brass (which COINING MACHINERY. 367 and coining, the strip is polished by slipping them between rollers a, b, Figs. 834 and 835, while a passage is formed by one of the depressions e on the lower roller. The face f reduces the thick- ness of the strip and about one-fifth. When a strip is too heavy after rolling, it is reduced to its normal thickness by means of a special machine shown in Fig. 836. This process is performed by slipping between the dies at a. The operator then places his hand upon the carriage r, which is at A close to the die, and by stepping upon the treadle c causes the hook h to grasp the moving end- less chain d whereby the jaws j grasp the projecting end of the strip and draw it through the dies. As soon as the strip has passed the die, the jaws open, the hook h releases the chain, and the car- 835. 836. riage is run back to b by a counterweight. The dies consist of two pieces of polished steel, adjus- table in the head A. The hobbeinie used for the stamping of the holes is shown in Fig. 837. Blanks or planchets are next cut from the strip by means of the cutting-presses shown in Figs. 837 and 838. A vertical steel punch, working accurately into a matrix or round hole in a steel plate of A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller, F - face reducing thickness, G - hook, H - jaws, I - die, J - projecting end of strip. A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller, F - face reducing thickness, G - hook, H - jaws, I - die, J - projecting end of strip. A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller, F - face reducing thickness, G - hook, H - jaws, I - die, J - projecting end of strip. A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller, F - face reducing thickness, G - hook, H - jaws, I - die, J - projecting end of strip. A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller, F - face reducing thickness, G - hook, H - jaws, I - die, J - projecting end of strip. A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller, F - face reducing thickness, G - hook, H - jaws, I - die, J - projecting end of strip. A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller, F - face reducing thickness, G - hook, H - jaws, I - die, J - projecting end of strip. A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller, F - face reducing thickness, G - hook, H - jaws, I - die, J - projecting end of strip. A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller, F - face reducing thickness, G - hook, H - jaws, I - die, J - projecting end of strip. A diagram showing a coin press mechanism with various components labeled: A - carriage, B - upper roller, C - lower roller, D - endless chain, E - depression on lower roller,
368 COINING MACHINERY. the size of the planchet required, is operated rapidly by an eccentric, under which the strips are fed by hand. In Fig. 589, $a$ is the punch, $b$ the bolster, $c$ the detaching ring, and $d$ the discharge tube. The punch-ram $g$ is raised and depressed by the crank-shaft, which makes from 100 to 250 revolu- tions per minute. The blanks are fed into the die at a rate of 100 per minute. The first blank is formed while the succeeding blanks from the same strip receive greater weight by being made slightly cup- shaped by a second ram. The blanks are then cleaned in a revolving steam-dish, and washed in a cold water bath, hot-water bath, and soap-water bath. Blanks receive a final cleaning by rubbing with sawdust in a hand-rubbin. Blanks for silver dimes and half dimes are cleaned in a revolving steam-dish. The blanks are now placed in the milling machine, Figs. 589 and 590, by which, as rapidly as they can be fed by hand into a vertical tube, they are caught one by one in a groove, and caused to rotate in a horizontal plane in a channel formed on one side by a revolving wheel, and on the other by a fixed segment of corresponding curve, but slightly nearer the wheel at one end than at the other. The effect is that each blank in passing through this narrowing channel has its edge evenly crowded up. A diagram showing the operation of a coin press. Into a border or rim. The details of this ingenious machine are shown in Fig. 590. $a$ is the revolv- ing plate, which reduces the blanks to uniform size by rolling them along one of the discs $e$, $e'$ at the same time cutting off their edges. $b$ is the feed-rod, $c$ the bolster. The blanks drop out at $g$ into a box placed beneath. After milling, they are passed through a revolving steam-dish (Fig. 591), where they receive a surface of touch fit them admirably for this service. Seated at a long table, each one has a balance before her and a flat file in her hand, and the gold planchets are successively tried against a counter-weight. 368 COINING MACHINERY. 369 Those that are too light are thrown aside to be re- melted, and those that are too heavy are brought to the proper weight by moving the file lightly over the dies. The coining press, Figs. 831 and 832, in use in the mint of Paris, is a very ingenious contrivance, after the plan of the French lever press invented by Thiers. The pressure upon the die is effected by a lever, which is connected with a toggle-joint. The planchet being fed by the feeders into the upper die, the lower piece in the tube is sealed by the forked lever, which is moved by the lever, and the collar between the upper and lower dies p. is raised, so that the lever is downwards, and by the time the planchet has passed through the joint, brought into a vertical position, imparts to it the necessary pressure. The motion of the lever, its of its motion, is very great. The immediate action of the lever is transmitted to the feeders, filled, when the feeders, coming up with a second planchet, are immediately again cinched. The planchet before being struck by the die is of diameter than the steel ring into which it drops; but as soon as it touches this ring, it expands into the collar and takes from it the resil- lent pressure. The upper lever e is made of tempered steel, c is the main lever, d is the forked break-lever, and f is the connecting-rod. The reduction of the metal is very great, important to eliminate defective pieces, are put up and broken off at once. In European mints the ingots are passed first through a roughing roll, then through a finishing roll, which latter reduces the fillet to its exact thickness. Generally the finishing rolls are of a A diagram showing a coining press mechanism. diameter smaller than the break- ing-off roll. In American mints, ever, the latter are only 8 inches in diameter, and the former are 9 inches in diameter. In this pro- ceeding silver into fillets, the base are made of cast iron; they are not made hollow, and kept cold by means of water flowing over them. The subsequent process of fine rolling is performed when the metal has been reduced to such an extent as to pre- mit an accurate mechanical ac- counting of its thickness. The space between the rolls is employed, con- sisting of two plates of steel re- used index-plates, and in some cases of a combination of them. In England and America most cases the rolls are driven by steam engines; in France and Brussels, however, they are actu- ated by hand. In America a reciprocating motion sometimes imparted to the toothed gearing, and which is called "the back stroke." Before being stamped into blanks, the fillets are drawn through a machine a further process whereby they acquire their perfectly uniform thickness. The final ad- justment is obtained by drawing the fillets through a pair of finish- ing jaws placed at an exact distance apart. In France at Brussels, the fillets hard- ened at Brussels. 24 370 COINING MACHINERY. etc. The fillets by the rolling process are annealed now or less frequently for the purpose of softening them. In England they are placed in copper tubes, connected with a steam pipe, heated in a reverberatory furnace, and then rapidly cooled. Fig. 1 shows a machine for this purpose, consisting of a revolving cylinder, within which is a hollow cylinder, with the copper cells resting on their outer surface. The fillets are placed in the hollow cylinder, which may be slowly revolved so as to submit the fillets to the action of the steam. The fillets pass through an opening into the chamber where the annealing takes place. Except at the English and Danish mints, now only one machine is used, but in other places these are not employed. These are arranged in a circle around a large wheel, in the periphery of which are three or four openings. The cylinders on the Continent consist of a vertical frame, with a horizontal arm, on which is mounted a concave rod that is attached to the punch-plate, and on which rests the blank. The fillets are for the most part fed forward into the press by a self-acting feed. On the Continent the blanks are made in two ways: those made at St. Petersburg consist each of two blanks, one being too light and the other too heavy; these blanks are laid upon the main openings ranged one above the other, for the reception of the too light, the too heavy, and the correct blanks. In Stockholm and Copenhagen an ingenious arrangement is in use. The counterpoise of the balance consists of a horizontal ring 4 inches in diameter, which rises and falls freely in a tube, and over which is stretched a diaphragm of gauge; when the blanks are weighed and the counterpoise raised, the resistance offered by the A diagram showing a machine for annealing fillets. which are depressed in proportion to the weight of the blank. The blanks are first passed by an automatic arrangement into one of three openings ranged one above the other, for the reception of the too light, the too heavy, and the correct blanks. In Stockholm and Copenhagen st 370 **COMPASSES.** 371 due to the fabric-covered ring causes the beam to dip more or less, the angle being registered by an index and graduated scale. **Standard and Least Current Weights.** The standard weights and least current weights of gold coin are as follows:
20 dollar piece—standard. 516 grains; least current weight. 815.63
10 dollars. 258 206.71
5 dollars. 129 138.86
2 dollars. 64.5 64.18
Any decrease in weight below the latter figures subjects the holder to a loss equivalent to the difference. **Counterfeit and Spurious Coins.—The most extensive fraud perpetrated on gold coinage is "splitting." The operation is thus described: A piece of metal is cut in two. Then he gouges the gold out of one part only, leaving only this outside shell is left, and substitutes a silver or platinum alloy for the metal thus abstracted. The two parts are then joined together, and the piece of metal so put to the value of $1.50 has been taken from a single piece of gold worth $2.00. This is called "splitting" because the metal is split into two pieces, each of which contains but one-tenth of the whole amount of gold. A piece of silver, however, exists in a state which is not that of a standard weight of 139 grains. It is composed of an alloy of gold and silver, and its appearance and some are excellent, but it is thicker than the standard weight. A silver piece passes across so long as the imprints are not badly defaced or weighted with dirt. The counterfeiter who produces such pieces is usually a man who has learned how to make them. The counterfeiter of all coins either makes a mould to plaster from the real coin or makes a mould from a model made from a real coin. At this last process is the same as that in use in the mint, the counterfeits thus produced are more or less perfect, but they are not so good as those made by the molder's method. A large number of counterfeit silver coins are made by melting down old silver coins, and then pouring molten silver into a mould. These coins weigh between about 10 and 15 cents. It is from 7 to 10 grams too light. Sometimes half dollars have appeared which constantly deceive bank tellers and other experts because they are of full weight. They are made of a mixture of silver and copper, and when melted down, the copper will be found in the alloy; the silver does not afford them. They are, however, too thick, and the gauge, as usual where the balance is used, shows that they are too heavy for their weight. They are also very thin compared with those of larger pieces. They are composed of antimony, tin, and lead, and are both too light and too thin for their weight. In order to make these coins appear heavier than they really are, they are coated with glass, which provides glass is added to give a clear sound; but this is but a clumsy expedient, as the coin is far below proper weight, a fact easily appreciable by mere handling. An instrument known as a "dividing compass," was invented by Mr. P. Dobrée, and has been adopted in various Government offices. It consists of a balance-lever working on a fulcrum at right angles to itself, with arms having holes through which can be inserted pins or needles with angles and adjusting stops, formed and placed in such manner that by a single movement or application of force to one arm, any desired angle may be obtained with great accuracy. The gauge has the form of an open slot made just large enough to admit good coin. The size of the coin is tested by the gauge as it enters, and when the coin touches the stop it is tested in weight by another gauge which is placed over it. When it is found that the coin does not meet the stop it must be removed from the gauge; but if it does enter it will move freely under pressure. The form and position of the stop are of such convenience that no difficulty whatever arises in testing coins for size or weight. This instrument affords a remarkably quick and easy means of accurately adjusting the instrument. This adjustment is made by turning one arm until it touches another arm at any point desired. **COMPASSES.** An instrument consisting of a pair of arms jointed together, and therefore adjustable at any angle. It is used for purposes of measurement, and for describing arcs, circles, or curves, with which it is provided; also for measuring angles; also for determining distances between points; also for measuring angles between lines; also for measuring angles between planes; also for measuring angles between surfaces; also for measuring angles between solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces or solids; also for measuring angles between lines or planes or surfaces或 372 COMPOUND ENGINE. consists in rotating the thumb-out until the two dividing points are at nearly the required distance from each other; and this is effected by putting the points near the rule, but not touching it. After this the thumb-out is held in the mark with one hand, while the other hand is used to rotate the rule; and while this point is held in the mark with one hand, the other hand is used to hold the A diagram showing a compound engine mechanism. by gently working the nut until both points are seen to be in the marks. To avoid wearing the dividing points, it is necessary that one hand should be used to hold the thumb-out, while the other hand should be squared on each other in one hand, while the other hand is used to rotate the thumb-out during the time it is not in contact with the dividing lap. COMPRESSOR. A machine for compressing air into a cylinder, or for compressing gas under pressure, which may be inserted in the mouth of a hose or rees in order to enable the pointed leg to describe arcs or circles around the same. An illustration of such a machine, which may be inserted in a hose or ree, and which describes a circle, arc, or other irregular curves with accuracy, is represented in Fig. 837. It consists simply of a projecting leg having a sharp point at its extremity, and being attached to a handle or lever. This holder has a sleeve or clamp by which it is attached to one of the compass legs. In operation the leg not carrying the device is held still, while the other leg is swept around, and at the same time moved up and down so as to describe an arc or circle. The sleeve or clamp must be so made that it will allow of being removed from the metal or wood—a full line if the thin-edged roller is used, or a dotted line if the corded roller is used—so that when it is removed from its place on paper or wood, blackened manifold paper may be used for transferring the design in dark lines. COMPRESSOR. See Air-Compressor. CONCENTRATING AND SEPARATING MACHINERY. Apparatus for the separation of com- pressed air from water and other liquids. Concentrating machines are of two classes, according as the separation is effected through the agency of water or the air-blaster. Concentrating machines for separating water from compressed air are usually operated by means of a pump driven by steam or by hand on a sleeve under water. By plunging the drape down suddenly into the water and then raising it again quickly, a current of air is drawn into the machine. When all of the stuff has been sined, and the operation has been sufficiently often repeated, the dense particles are found in strata below those of less density, and can thus be separated by means of a horizontal layer, or any portion may be separated. Much attention has been directed to the construction of auto- matic or continuously working dries, by which the stuff to be washed enters in a constant stream, and after being subjected to several operations of washing and drying, is conveyed directly to a continuous washing machine. In such machines the sleeves, instead of being alternately plunged into and raised out of a stream of water, are kept constantly submerged in it. The water passes through them by a strong current through the meshes of the sieve and the layer of ore above it. This motion of the water is produced by means of a pump driven by steam or by hand on a sleeve under water. The stuff is passed through a series of plastic flaps which are alternately pushed out and in. One of the best dries of the continuously working class is the invention of Hittlinger. It is represented in Fig. 809, and is characterized by having three layers of plastic flaps placed one above another. The uppermost layer of flaps carries away all of the lighter stuffs; while that next below carries away all of those poor and lighter stuffs falls continuously and with very little water, while the heavier and richer particles fall through to a third layer which contains only light stuffs. This third layer is connected with a machine of a similar kind, and is supported upon the lower arm or arm, so as to be movable back and forth in such manner that that part of it which contains heavy stuffs may be brought into contact with the uppermost layer; while that part containing light stuffs may be brought into contact with the second layer; thus causing all of these particles to pass through their respective layers before they reach the separating section of fig. 1. The opening at the feed-hopper should be from 2 to 3 inches wide, and about 5 inches above the sieve. The length of this hopper should be about 24 feet, and better 26 feet; but it should not exceed 30 feet. The height should be about 10 feet above ground. The height of material resting on the sieve should not be over 4 inches at the lower end. A diagram showing a concentrating machine. CONCENTRATING AND SEPARATING MACHINERY. 973 Bundy's Concentrator. Fig. 529, consists of a shallow iron pan, 8 or 9 feet in diameter, supported by a vertical shaft in the centre, and made to revolve back and forth by means of cranks on a shaft at one side, and joined by connecting-rod to the periphery of the pan. The pan turns upon its axis and revolves about the vertical shaft, which is also connected with the horizontal shaft by a figure eight gear, giving a sectional rotation of the machine. It is made wholly of iron ; therefore there is no framing or other framework required. The pan is raised and lowered by a lever, A, attached to the frame given support to the central shaft B. The pan is held in position by two arms H, which rise over the pan and are attached to the vertical shaft B. The bot- A diagram showing the mechanism of Bundy's Concentrator. tom of the pan is raised in the concentric cylinder, so as to equalize the height of the rim, and from this point water is distributed through a pipe D into the pan near its outer edge. This distribution is by a parabolic curve, by which the water is carried from the entire toward the circumference is facilitated, and their pas- A diagram showing the distribution of water in Bundy's Concentrator. sage is prevented by the water being drawn up by the weight of the water, by the trough N to the bottom of the pan. The water then passes through the pipe E and distribu- A diagram showing the flow of water in Bundy's Concentrator. te B into the pan near its outer edge. The water is returned to its point of origin, but is made to ex- A diagram showing the return of water in Bundy's Concentrator. cite itself before it reaches its point of origin, by causing the dis- A diagram showing the return of water in Bundy's Concentrator. tribution to be made by a series of short pipes C, which are arranged around the vertical shaft. This is accom- A diagram showing the distribution of water in Bundy's Concentrator. panied by the movement of the pan. The upper edge of the pan is a continuous ratchet, into which A diagram showing the ratchet mechanism in Bundy's Concentrator. the water falls when D deep during the motion of the pan from the distributor, and in the return motion gives a velocity to the distributor equal to that of the pan. Continued impulses in this way will cause all but very fine particles to pass through this machine. The coarse material remains on top of the hopper C, and are also carried around with the distributor, serving to separate the compact mass of sand and sulphurets as it settles, and also breaking up those that gather on the surface. The accumulated sulphurets are discharged at the gate D. Each machine will receive and concentrate 5 tons of stuff every 24 hours. The following modifications of apparatus have been devised to effect the separa- tion of grades of either coarse or fine stamp-mould, having nearly the same volume but differ- ing in density, by allowing them to fall under different conditions. Such modifications consist as modifications of the fig.; a greater length of fall of the materials in water being substituted for a succession of short falls, the result of the repeated shocks or jerks 374 CONCENTRATING AND SEPARATING MACHINERY. given to the sieve. Apparatus of this kind forms a connecting link between jigs and the siltine separators. These machines depend for their operation upon the difference in the time required for par- ticles to fall through a given height of column of water, which, for particles of equal size, is in the order of three seconds. The apparatus consists of a cylindrical vessel with a perforated bottom, and a carefully fixed in an essential pre requisite to the success of this form of concentrating apparatus. One of the most important features of this machine is that the water is kept in motion by means of a propeller placed at the top of the cylinder. This consists of two stationary concentric cylinders, kept full of water by means of a supply-pipe, while a propeller is rotated by means of a belt-driven motor. The water is kept in motion by means of air flows around the top. Directly below the aperture in the bottom of this cylindrical vessel a recircu- ling tube is placed, so as to receive the water and ore that fall through. This tube is divided into compartments, each containing a separate motor, which are supplied with water at intervals at the top of the cylinder. In falling through these three feet of water, the particles separated out from the ore are carried away by the current and deposited in one of the compartments of the tub. As the next grade of ore reaches the outlet, the tub is turned so as to deposit this material in another compartment. The whole process is repeated until all grades have been separated. Hand's settling-tub operates similarly, but differs in this, that the receiving tub is fixed and the water column is made to rotate. Concentrating machinery consists of a series of five or six cones arranged in succession one below the other. Each part consists of two cones, one inserted in the other, so as to leave an annular space in which water can flow freely. The ore is introduced into the upper cone, where it falls through a narrow opening into the lower cone. The ore that does not pass through this narrow opening is concentrated by being conveyed by a launder into the upper cone, and, passing through holes, con- tains the aggregate sand and water. The sand thus conveyed passes through a second narrow opening into the lower cone, where it is conveyed by a launder into the inner cone, and fall with the escape-water into an annular trough, by which they are conducted away to the netting. The sand and water are then conveyed by means of sufficient weight to retain the common fall through it, and accumulate in a small inverted cone in the annular trough. The water thus allowed to drop through a small aperture at the apex. Some of these machines are known as "Riviera" machines. All concentrating machines work to better advantage when the sands are of uniform size. For sieving, pointed boxes, such as that represented in Fig. 640, are simple and efficient conveyances. The box is of wood and wedge-shaped. Its length Screenshot showing a diagram or illustration related to concentrating machinery. depends on the size of the grain desired for the concentrating machine. The shorter the box, the larger the grains that will be retained within it (the longer box retaining smaller grains). The sands settling in the box are discharged by a 3-inch pipe communicating with the outside atmosphere. A second pipe is connected with this first pipe and leads to a third pipe and provided on the side with 14-inch ploughs from 4 to 8 inches apart from centre to centre. The proportioning of these pipes depends upon whether more or less water is required. When more than half the water-level, the lowest hole naturally discharging the greater quantity of water with the sands de- posited in the box. The sands afterwards flow through wooden sluice-boxes of a rectangular section, provided at each end with a gate for regulating their discharge. These sluice-boxes consist of two layers of sands, consisting of shilpulite, etc., form a depon near head, while particles escape over them into a second layer below them. When all these sands have been removed from the sluice-boxes are subjected to a further concentration, they are discharged into a tank by lowering the sluice-box. The rocker represented iconographically in Fig. 641 consists of a wooden table of 3-inch plate plank, 9 inches wide and 10 feet long; supported at both ends by wooden muckers, representing a section of a wheel about 12 inches diameter; and having on its under side two horizontal bars about 1 foot in width, which can be increased when coarser sands are worked. The concentrated shilpulite-are interlocked together by means of two horizontal bars about 1 foot wide; one bar being placed horizontally in motion by the left hand of the workman, giving it about 60 strokes of a minute per hour. For coarse sand only one horizontal bar is required. While the subsoils sand remains under head, while the subsoils sand remains under head. Bulldozers are inclined inclined rails to which standard ore is exposed to action of running water, in order that it may be washed down into an open pit or stream bed; or they may be used for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washing boulders or pebbles; or for washing out gravel beds; or for washing out gravel beds; or for washi CONCENTRATING AND SEPARATING MACHINERY. 375 rol p., receiving its upward or downward motion from the endless screw b and piston wheel c; 2, the arms f, g, carrying the breaker ; and 3, the sand-distributing troughs e e'. The clear-water box x is suspended by the wheels w on an annular flat ring. It is supplied by the stationary wooden box r, and discharges into the lower part of the machine. 641. fed by the trough & from the mixing-trough y and sieve-box z. The vertical shaft receives its motion by the pulley a and bevel-gearing d d'. The toasting or final cleaning of sphureths from nonferrous sands is usually performed on the bull-dogging machine (Fig. 642). This consists of a horizontal trough, supported by two parallel rails, and having at each end a pair of wheels, which are driven by a belt from a motor. The machine may be of the following construction, Fig. 643. Through the axis of the tub, which is contained in form, the shaft is provided with a horizontal bevel-gear, which drives a horizontal undermain which carries a yoke to which the horizontal sills of flat iron are riveted. Revolution is communicated to the shaft by bevel-gearing. The hammers are set in motion by the pins attached to each vertical arm of the frame, which are connected to a lever, operated by a crank. When water is added to the machine, the sills are set in motion, making 48 revolutions a minute, and the ore is shoveled in near the center. When nearly full, the ore is drawn out by means of a rope and pulley overhead, and the sand is washed away while the hammers are withdrawn. The water is allowed to circulate each minute to facilitate washing. After this operation, all of the sphureths are removed from the machine. When the main have been removed from the machine, water is drawn off by an air-pump, and the remaining sphureths are removed to a second machine (Fig. 644), where they are again washed and thrown out as waste. The upper half of the sand sieve is then removed and the resulting sands placed in another machine where the sphureths washed again in the saddle grinder. The sphureths thus obtained are about 6 inches, consisting of sphureths sufficiently con- centrated to be further treated for gold. (See CHILTON'S MINERALS.) Concentrating Machine Using Air-Blast.-A sectional view of Knoedler's concentrating machine is shown in Fig. 645. The machine is composed essentially of the following parts: A receiver H', to hold the crushed ore; B, a hopper for holding water; C, a pump for supplying water to H'; D, a valve for opening or clos- ing the flow of ore from H' to H", or other to determine the depth of ore on the ore-bed; a passage C', in which the concentrated ore descends, and roller F', to effect and regulate the dis- A diagram showing a machine for concentrating gold ore. Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 100000 Patent No. 10000 376 CONCRETES AND CEMENTS. charge of the same; a fan B, to give the puff of air; a trip-wheel lever and spring, to operate the fan; and a ratchet-wheel and pawl, to impart revolution to the ratchet. The material is conveyed into the hopper by means of a screw, which is fixed on the ratchet wheel, and the driving pulley set in motion. The trip-wheel, fixed on the opposite end of the pulley-shaft, works to raise and lower the screw, and thus convey the material into the hopper. The screw is so arranged that it can move in one direction, and not the other, and at the same time it can be raised or lowered. When it is raised, it follows that the moderate speed of 70 to 80 revolutions of this per minute will give 450 to 500 pounds of cement per hour. The trip-wheel is also provided with a ratchet-wheel and pawl, by which it is possible to stop the screw at any point. The passage of air through the material is regulated by means of a series of gates, placed at distances from each other of $\frac{1}{2}$, $\frac{1}{4}$, $\frac{1}{8}$ and $\frac{1}{16}$ of an inch, according to the grade of ore to be concentrated—the finer requiring that the tubes be nearer together, while the coarser size of ore may have its own separate tube. In Fig. 845 is shown a section of the apparatus. A tube, $A$, is formed by these tubes, their ends next to the fan being open; and the air from the bottom of the hopper passes through them into the tube $B$, which is connected with the outlet pipe $C$. The air then passes out through its discharge. The tube being open on the lower side, any fine passing through the meshes of wire gauge simply descends with the main body of dust preventing any liability of the tubes to clogging up. In direct proportion to the amount of water added to the mixture, there is produced by means of the ratchet-wheel and pawl, and the latter being carried by a crank on the trip-wheel, it follows that the operation is regulated by means of a lever attached to this crank. By this connection the fan, which effects the concentrating, and the ratchet, which discharges the concentrated ore, are controlled by one lever. CONCRETES AND CEMENTS. The term concrete is applied to a mortar of finely-pulverized quicklime, sand, and gravel, whose materials are first mixed dry, made to consist of mortar with water; and then moistened with water. The mortar is made by mixing together in equal parts the lime and sand so as to keep proper proportions to form a good mortar, and the gravel is twice the bulk of the sand. The cement used must be pure Portland cement; and when mixed with water it forms one third of the total bulk of the dry materials; but as the lime stirs, the mass expands about three-eighths of its bulk in volume. This expansion takes place during some time after mixing; and this expansion serves as a binding agent between all particles of cement and gravel; so that when hardened it becomes a homogeneous state with no holes and no cracks. Bone is termed applied by French engineers to any mixture of hydraulic mortar with fragments of brick, stone, or gravel. It is generally used in such a manner as to contain about one fourth part of brick or stone; or two thirds part of stone or gravel; or one third part of brick or stone; or two thirds part of stone or gravel. The best and most economical bone is made of a mixture of broken stones or gravel with brick or stone; but in all cases these materials must be mixed in suitable proportions. The mortar is first prepared and then incorporated with the fine gravel; the resulting mixture is spread out into a cake about 8 inches thick, over which the coarse gravel and broken stones are spread out in layers about 2 inches thick; and finally a layer about 2 inches thick is laid upon this homogeneous state with the bone and shovel. The cement used in making concrete does not originally assume symmetry, hence become almost strictly so by usage. The matrix of bones possesses hydraulic energy, while that of concrete does not; and hence it has been found necessary to use bone. For mixing concrete, a boiler-drum box, placed diagonally on a shaft and rotated, is commonly employed, as shown in Fig. 845. The ingredients are thrown into the hopper above, and thence pass through the open door into the box. The latter is then revolved, and when the materials are thoroughly compounded it is emptied into a suitable receptacle placed beneath. Wheelbarrows are generally used for conveying the concrete from where it is mixed until wherever it is needed; but when large quantities are required they are sometimes hauled in wagons drawn by horses or mules. The box should be of stout planks, about 74 feet long, 34 feet wide, and 9 to 10 inches deep; and so arranged that it can be readily sunk upon underneath the cars by means of a winch. A diagram showing a machine for mixing concrete. On top left is a hopper filled with materials. Below it is a machine with a revolving drum containing materials. On top right is another machine with a revolving drum containing materials. CONCRETES AND CEMENTS. 377 For erecting concrete walls, the apparatus devised by Mr. E. E. Clarke, Fig. 568, is often employed. It consists of a wooden clamp, the vertical parallel arms of which can be readily adjusted by means of traverse screws to any thickness of wall. These arms support the planking which determines the thickness of the wall. The upper end of the plank is fastened to the clamp, while the lower end is left free, so that it can be moved after the concrete is rammed around it. The ties between the inner and outer walls may be con- structed horizontally or vertically, according to the particular purposes, as the building progresses. The core is included on the lower edge, so that it can be removed when the concrete has set. A more simple apparatus for making concrete walls consists merely of a box with a cover, into which a rammer is inserted, and placed at suitable distances apart, say 4 or 5 feet. The lower ends of the posts are mortised and keyed into horizontal crosspieces called fut- ures. A wooden board is placed over the top of the box, and through the holes filled up after the box is filled with concrete and a new cover put on. The rammer is then inserted in the box, and the box kept in position by similar cross-pieces, but the common prac- tice is to use a long pole or rod, trenched or loosened at pleasure by a stick used as a lever. Pours or raking posts, of the minimum size consistent with the quality of work desired, are usually made in two or three courses, firmly in their upright position by hammering them into concrete foun- dations, and then being raised by means of a crane or derrick, lashed or hoisted at pleasure by a stick used as a lever. Concrete floors are frequently used in fire-proof buildings. The concrete is in some cases packed in between the iron beams, and in others it is poured directly upon them. The quick-setting varieties of hydraulic cement are quite superior to ordinary Portland cement for this purpose. A floor slab, composed of 2 to 3 mea- sures of clean coarse sand to 1 measure of the cement powder, mixed with a small quantity of water, is laid upon a bed of gravel or crushed stone. These sections, when joined together with cement-mortar, form a continuous water-tight sub- base. Beton blocks for building purposes are of great value in regions where stores of large size are shut down during winter months. In such places they are used for new piers and docks of New York. The materials employed were : 1. Portland cement of two brands, mixed with water to make mortar; 2. Sand, washed and screened to about 200 fine; 3. In the second case. 2. Sand used sand, sharp sand, clean sand, and coarse rather than fine used without any additional material; 4. A mixture of Portland cement and sand to make mortar; and not less than a quarter of an inch in each small dimension. The formulas were: 1 volume of cement, 2 of sand, and 8 of cement; 2 volume of cement, 3 of sand; 3 volume of cement, and 10 of sand; and 4 volume of cement, 5 of sand; and 5 volume of cement, and 15 of sand; and 6 volume of cement, and 20 of sand; and 7 volume of cement, and 25 of sand; and 8 volume of cement, and 30 of sand; and 9 volume of cement, and 35 of sand; and 10 volume of cement, and 40 of sand; and 11 volume of cement, and 45 of sand; and 12 volume of cement, and 50 of sand; and 13 volume of cement, and 55 of sand; and 14 volume of cement, and 60 of sand; and 15 volume of cement, and 65 of sand; and 16 volume of cement, and 70 of sand; and 17 volume of cement, and 75 of sand; and 18 volume of cement, and 80 of sand; and 19 volume of cement, and 85 of sand; and 20 volume of cement, and 90 of sand; and 21 volume of cement, and 95 of sand; and 22 volume of cement, and 100 of sand. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass was then hoisted by ropes attached to two hooks on each side until it reached its final position. The mass was then evenly distributed over the sand, and both materials were mixed with two buckets full (about one cubic foot) water until a uniform consistency was obtained. The mass Google 378 CONCRETES AND CEMENTS. Materials ranged from about $7.88 to $8.88 per cubic yard; and of manual labor, including carpen- ters repairing molds, etc., about $5 per cubic yard. Cement. Chalk, sand, and gravel, composed of clean river sand and 4 or 5 parts by vol- ume, hydraulic or common lime 1 part, and Portland cement one-quarter to three- quarters part. The mortar is mixed with water, and the mixture is cast into the molds in successive layers from 1 to 5 inches in thickness, and is packed by hand. One of the impor- tant structures of this material is the monumental arch of St. Denis, France, represented in Fig. 64. This was erected for the purpose of setting the stone. The span is 190 feet 10 inches; elevation of 64 Each, 19 feet 4 inches; connection at 3 feet 10 inches by 5 feet 8 inches; at 4 feet 4 inches by 6 feet 2 inches. The composition of the concrete in the arch consists of river sand and 4 parts, hydraulic lime 1 part, and Portland cement one-half part. The French aqueduct of La Vanne is built from this material. Rome's artificial stone consists of clean river sand, the grains of which are cemented by sil- ica of lime. This material has been used extensively, and its properties have effect as a great resistance to rupture by compression as the best sandstones and marbles. For concrete, it is necessary that the stones be well broken up, and that they be thoroughly wetted, Roman Cement.—The materials employed in the manufacture of this cement are the nodules of an ovaloid or globular form, which are found in the London clay, and known by the name of dolomite. These nodules are very hard, and their surface is smooth and well regulated but is exactly preserved. After calcination the stones are ground under heavy edg- e-stones to a fine powder, which is then packed in barrels for sale. These nodules are found in many localities in this country. Roman Mortar.—The mortar employed in Roman buildings is made from a mixture of clay, only on account of the rapidity with which it hardens (and this is effected in a very few minutes), but because when hardened it is considerable mass is not liable to crack. All artificial mortars are useful only so long as they remain moist (until after calcination) in muriatic acid, with the separation of silica, except when sand or some similar substance has been added to them. The hydraulic limestones, when they do not contain a sufficient quantity of lime to be capable of taking up water without being dissolved by it, cannot be used for making mortar; but it has been found that a proper action can ensue. A thorough penetration of the silicious portion by the lime is never en- tirely effected, but a certain proportion remains undissolved and removed from the sphere of action. Mortar.—In order to obtain a mortar which will set quickly and harden uniformly when spread in thin layers between bricks, of gradual hardening to the consistence of limestone, and thus cementing all kinds of stones together, it is necessary that the ingredients shall be properly combined with each other so that they may act upon each other. For this purpose it is necessary to use a mortar which contains a large quantity of lime; for example, a house man, or no slight consistency to bind the parts of a wall or building firmly together. It is only when the layer of lime forms a very thin stratum, as between two polished stones, that a firm and solid cohesion is produced; but when it becomes thickened it loses its power to combine with thicknesses, as these always possess a very slight degree of cohesion. The lines attached itself firmly only when they are covered with a thin layer of mortar; but when they are thickened they should be extended as it were, by mixing a ground powder with the lime. This leads directly to the object desired; for while the mortar adheres to both surfaces at once, it does not adhere con- stant between the surfaces of the stones and the lime. The shape of the bricks and blown stones is so irregular that a course of a line so thin and in both stones often as both are white, are left between them; but when they become thickened they lose their power to adhere (which occurs), conse- quently be in layers of a line so thin in thickness, and in such masses would never harden. If, however, a layer be placed over them which shall be so thin that it shall be divided into a great number of thin layers, as or it were fill up the interstices between the sand and, find all everywhere a good cohesion, thus the grain of sand together, and extend this binding action to the stones themselves. It is further known that even the best mortar, when quickly dried, as for instance on the stove, does not harden perfectly; for although it may appear dry on the surface, yet beneath it there may remain porous and will not bind; yet the action of moisture is essential to make it harden in the lastly. Proportions of Mortars.—When these facts are borne in mind, the rules to be observed in mixing mortars will be easily understood. In making mortar for brickwork or masonry work it is preferable for making mortar, as limestone, for instance, yet quartz sand is almost always easily obtained. The grain of the sand, however, matters little; for if it be too fine or too coarse it will not set well; if it be angular or sharp, very quick; if it be angular becomes too loose to be entirely effaced with lime if very coarse sand is employed. It is then advantageous particularly when irregularly shaped build- CONCRETES AND CEMENTS. Ingestion is used to mix two kinds of sand together coarse and fine. Fine sand can only be mixed with the lime, but the mortar is intended for this coating upon the surface of walls, etc. The more irregular the sand is, the better. The proper proportion of sand and lime is a most important point, and must be carefully attended to. The mixture should be thoroughly mixed, and not permitted to lie by anything else. Errors committed in the mixing can never be subsequently corrected. As a general rule, the time should be sufficiently long to cement all the grains of sand together, as shown in fig. 1. The lime should be thoroughly mixed with the sand, and the surface of the grain of sand, or the intersection between them, should therefore be only just covered with the lime as shown in fig. 2. The lime should be thoroughly mixed with the sand until it will no longer fall as such lime is mixed with the sand as it will take up without having its volume increased. Practically, about one part of lime to three parts of sand is considered sufficient. In case of half-liquid lime, provided the time be fast, or very fat; poor lime, which may be viewed as already containing a certain portion of sand, it will bear the addition of more than 3% cubic feet of sand to the pound of lime; but in case of slow or very slow lime, it will not bear any addition whatever. Sand is usually obtained from a quarry or clay, and, at least of all, bog-earth or vegetable matter. Ordinary mortars set quickly enough; mortar sets sufficiently in a few days, or weeks, or enables a wall to withstand pressure and the like; yet the hardening proceeds so slowly and gradually that it is often necessary to wait several months before the work is finished (see p. 50). This is especially true when the mortar contains lime (see p. 51). The following conclusions were drawn from an extensive series of experiments, undertaken to ascertain the adhesion of mortar to the solid materials used in constructions. 1. The diameter of the particles of cementitious material in mortar is so small that they may be allowed in cement paste without sand to the extent of 40 per cent. of the whole, without detriment to its adhesive or cohesive properties, while a corresponding proportion of sand injures the strength of the mortar. This is due to the fact that cementitious material adheres to itself and to each other in the amount pasted to the extent of 60 per cent. of the whole, while the adhesive strength is diminished by 80 per cent., when sand is added to cement paste in equal proportions (see table I.). The conclusion in these respects affords great advantages in construction. For example, when a wall is built with cement paste alone, it cannot be repaired by injections of thin paste; even when the latter amounted to 60 per cent. of the whole, the cohesive strength of the mortar exceeded its adhesion to bricks. The same results appear to exist when a brickwork is built with cement paste alone; but when sand is added to cement paste in equal proportions, after which the cohesion exceeds the cohesion. At 80 per cent. of 32 days (and perhaps considerably longer) it was found that a wall built with cement paste alone could not be repaired by injections of thin paste; even when the latter amounted to 60 per cent. of the whole, the cohesive strength of the mortar exceeded its adhesion to bricks. The same results appear to exist when a brickwork is built with cement paste alone; but when sand is added to cement paste in equal proportions, after which the cohesion exceeds the cohesion. The converse is true when mortar contains 50 per cent. or more of sand. When mortar is used and kept fresh for 32 days (and perhaps considerably longer), it was found that a wall built with cement paste alone could not be repaired by injections of thin paste; even when the latter amounted to 60 per cent. of the whole, there was no advantage in having it ground into an impalpable powder. It has been determined that most American cements contain within any given loss of moisture less than one-fourth of their weight as water; hence it follows that if one-third or one-half to three-fourths of volume cement paste may be safely added to any Roman concrete with good results; and that this proportion may be varied according to circumstances without materially affecting either durability or economy. Table I. | PERIOD OF TIME | PERCENTAGE OF SAND PASTED | PERCENTAGE OF SAND PASTED | PERCENTAGE OF SAND PASTED | PERCENTAGE OF SAND PASTED | PERCENTAGE OF SAND PASTED | PERCENTAGE OF SAND PASTED | PERCENTAGE OF SAND PASTED | PERCENTAGE OF SAND PASTED | |----------------|---------------------------|---------------------------|---------------------------|---------------------------|---------------------------|---------------------------|---------------------------|---------------------------| | Period (days) | Cement concrete | Lime concrete | Lime concrete | Lime concrete | Lime concrete | Lime concrete | Lime concrete | Lime concrete | | 1st day | 1% | 1% | 1% | 1% | 1% | 1% | 1% | 1% | | 2nd day | 2% | 2% | 2% | 2% | 2% | 2% | 2% | 2% | | 3rd day | 3% | 3% | 3% | 3% | 3% | 3% | 3% | 3% | | 4th day | 4% | 4% | 4% | 4% | 4% | 4% | 4% | 4% | | 5th day | 5% | 5% | 5% | 5% | 5% | 5% | 5% | 5% | The following conclusions were drawn from an extensive series of experiments, undertaken to ascertain the adhesion of mortar to the solid materials used in constructions. 1. The diameter of the particles of cementitious material in mortar is so small that they may be allowed in cement paste without sand to the extent of 40 per cent. of the whole, without detriment to its adhesive or cohesive properties, while a corresponding proportion of sand injures the strength of the mortar. This is due to the fact that cementitious material adheres to itself and to each other in the amount pasted to the extent of 60 per cent. of the whole, while the adhesive strength is diminished by 80 per cent., when sand is added to cement paste in equal proportions (see table I.). The conclusion in these respects affords great advantages in construction. For example, when a wall is built with cement paste alone, it cannot be repaired by injections of thin paste; even when the latter amounted to 60 per cent. of the whole, the cohesive strength of the mortar exceeded its adhesion to bricks. The same results appear to exist when a brickwork is built with cement paste alone; but when sand is added to cement paste in equal proportions, after which the cohesion exceeds the cohesion. The converse is true when mortar contains 50 per cent. or more of sand. When mortar is used and kept fresh for 32 days (and perhaps considerably longer), it was found that a wall built with cement paste alone could not be repaired by injections of thin paste; even when the latter amounted to 60 per cent. of the whole, there was no advantage in having it ground into an impalpable powder. It has been determined that most American cements contain within any given loss of moisture less than one-fourth of their weight as water; hence it follows that if one-third or one-half to three-fourths of volume cement paste may be safely added to any Roman concrete with good results; and that this proportion may be varied according to circumstances without materially affecting either durability or economy.
Period (days) Cement concrete Lime concrete Lime concrete Lime concrete Lime concrete Lime concrete Lime concrete Lime concrete
1st day 1% 1% 1% 1% 1% 1% 1% 1%
2nd day 2% 2% 2% 2% 2% 2% 2% 2%
3rd day 3% 3% 3% 3% 3% 3% 3% 3%
4th day 4% 4% 4% 4% 4% 4% 4% 4%
5th day 5% 5% 5% 5% 5% 5% 5% 5%
The following conclusions were drawn from an extensive series of experiments, undertaken to ascertain the adhesion of mortar to solid materials used in constructions. 1. The diameter of particles in cementitious material in mortar is so small that they may be allowed in cement paste without sand up to an extent of about four-fifths (or more) without detriment to its adhesive or cohesive properties; while a corresponding proportion (or more) of sand injures its strength. This conclusion affords great advantages in construction. For example: When a wall is built with cement paste alone it cannot be repaired by injections TABLE I. **TABLE I** | PERIOD OF TIME (DAYS) | PERCENTAGE OF SAND PASTED (%) | |----------------------|-------------------------------| | **Cement Concrete** | **Lime Concrete** | | **Period** | **Cement Concrete** | | **Days** | **Lime Concrete** | | **1st Day** | **1** | | **2nd Day** | **2** | | **3rd Day** | **3** | | **4th Day** | **4** | | **5th Day** | **5** | The following conclusions were drawn from an extensive series of experiments undertaken to ascertain TABLE I. **TABLE I** | PERIOD OF TIME (DAYS) | PERCENTAGE OF SAND PASTED (%) | |----------------------|-------------------------------| | **Cement Concrete** | **Lime Concrete** | | **Period** | **Cement Concrete** | | **Days** | **Lime Concrete** | | **1st Day** | **1** | | **2nd Day** | **2** | | **3rd Day** | **3** | | **4th Day** | **4** | | **5th Day** | **5** | The following conclusions were drawn from an extensive series TABLE I. **TABLE I** | PERIOD OF TIME (DAYS) | PERCENTAGE OF SAND PASTED (%) | |----------------------|-------------------------------| | **Cement Concrete** | **Lime Concrete** | | **Period** | **Cement Concrete** | | **Days** | **Lime Concrete** | | **1st Day** | **1** | | **2nd Day** | **2** | | **3rd Day** | **3** | | **4th Day** | **4** | | **5th Day** | **5** | The following conclusions were drawn from an extensive series TABLE I. **TABLE I** | PERIOD OF TIME (DAYS) | PERCENTAGE OF SAND PASTED (%) | |----------------------|-------------------------------| | **Cement Concrete** | **Lime Concrete** | | **Period** | **Cement Concrete** | | **Days** | **Lime Concrete** | | **1st Day** | **1** | | **2nd Day** | **2** | | **3rd Day** | **3** | | **4th Day** | **4** | | **5th Day** | **5** | The following conclusions were drawn from an extensive series TABLE I. **TABLE I**
Cement Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete Lime Concrete <Cement Paste Only:
Paste Strength = 7 lbs./sq.in.                                                                                         &nb 380 CONCRETES AND CEMENTS.
TABLE II.
NO. OF MORTAR. COMPOSITION OF THE MORTAR. Weight of Mortar in Pounds. Average Breaking Weight in Pounds. Ratio of Mortar to Aggregate.
1 Pure cement paste, with no sand. Cotton bricks 411 1.90
2 Pure cement paste, with fine sand. Cotton bricks 356 1.85
3 Pure cement paste, with coarse sand. Cotton bricks 372 1.75
4 Pure cement paste, with fine gravel. Cotton bricks 372 1.75
5 Pure cement paste, with coarse gravel. Cotton bricks 408 1.85
6 Pure cement paste, with fine gravel, and fine sand. Fine-cut granite
No.Mortar Volume in Cubic InchesWeight in PoundsAverage Breaking Weight in Pounds
11281280.98
21281280.98
31281280.98
4128128
No.Mortar Volume in CubicInchesWeight in PoundsAverage Breaking Weight in Pounds
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Average Breaking Weight in Pounds.
Table III shows the ultimate strength of rectangular parallelopipeds (3" x 3" x 6") of cement paste and mortar, made by mixing the same materials as those used for the mortar, and subjected to a pressure of 32 lbs. per superficial inch, and broken when 90 days old, on supports of four inches apart, by a force applied at the middle. The mortars were kept in sea-water from the time they were one day old. CONCRETES AND CEMENTS. 381 **TABLE V.** | No. | NAME OF CEMENT | BREAKING WIDTH OF MORTAR COMPARED WITH CEMENT | |---|---|---| | 1 | English Portland artificial. | 1,000 | 1,250 | 1,500 | | 2 | Universal Portland artificial. | 1,250 | 1,500 | 1,750 | | 3 | Newark and Rosedale Portland artificial. | 625 | 750 | 875 | | 4 | Standard Portland artificial (Cemento). | 625 | 750 | 875 | | 5 | Lawrence Portland artificial. | 625 | 750 | 875 | | 6 | Universal Portland artificial. | 750 | 900 | 1,050 | | 7 | Utica Artificial. | 750 | 900 | 1,050 | | 8 | Akron, New York Portland artificial. | 750 | 900 | 1,050 | | 9 | Standard Portland artificial (Cemento). | 750 | 900 | 1,050 | | 10 | Sandusky, Ohio Portland artificial. | 750 | 900 | 1,050 | | 11 & 12 & 13 & 14 & 15 & 16 & 17 & 18 & 19 & 20 & 21 & 22 & 23 & 24 & 25 & 26 & 27 & 28 & 29 & 30 & 31 & 32 & 33 & **The following were broken when one year old** | | *The following were broken when one year old* | *The following were broken when one year old* | **Crushing and Tensile Strength of the Hydraulic and other Cements at the Philadelphia Exhibition.**
NO. OF MORTAR. COMPOSITION OF THE MORTAR.
**BURNED AND OTHER CEMENTS.**
MAME OF EXHIBITOR AND PLACE OF MANUFACTURE. Crushing strength. Tensile strength.
PORTRAND CEMENT. Frams. Frams.
1 Torggler, Ganserle & Co., Bursay, Germany. 325 42
2 Hahle & Co., London, England. 325 42
3 Warrington Portland Cement Co., Ltd., England. 325 42
4 Snyder's Portland Cement by Coplay Cement Co., Coplay, near Allentown, Pa., U.S.A. 375 48
5 Warrington Portland Cement Co., Ltd., England. 375 48
6 Perri de Laffaye, Toll, canton of Viroira, department of Artois, France. 425 54
7 L.L. Smith Co., New York City, N.Y., U.S.A. 425 54
8 William McKay, Ottawa, Canada. 425 54
9 L.L. Smith Co., New York City, N.Y., U.S.A. 425 54
10 Longworth & Co., Bridgeport for Messrs. Frater. 425 54
11 Longworth & Co., Bridgeport for Messrs. Frater. 425 54
12 Seaman Cement Co., Lemons, near Malmo, Sweden. 466 614
13 Brown Brothers, Port Elizabeth, South Africa. 466 614
MAME OF EXHIBITOR AND PLACE OF MANUFACTURE.Crushing strength.Tensile strength.
PORTRAND CEMENT.Frams.Frams.
L.L. Smith Co., New York City for Messrs. Frater.37548
L.L. Smith Co., New York City for Messrs. Frater.37548
L.L. Smith Co., New York City for Messrs. Frater.37548
L.L. Smith Co., New York City for Messrs. Frater.37548
L.L. Smith Co., New York City for Messrs. Frater.37548
L.L. Smith Co., New York City for Messrs. Frater.37548
L.L. Smith Co., New York City for Messrs. Frater.37548
L.L. Smith Co., New York City for Messrs. Frater.37548
L.L. Smith Co., New York City for Messrs. Frater.37548
MAME OF EXHIBITOR AND PLACE OF MANUFACTURE.Crushing strength.Tensile strength.
Coplay Hydraulic Cement by Coplay Cement Co., Coplay, near Allentown, Pa., U.S.A.398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|398|




























































382 CONCRETES AND CEMENTS. All the cements exhibited at the Centennial Exposition were carefully tested before awards were recommended, by mixing them dry in each case with an equal measure of clean sand, tempering the mixture with water to the consistency of a paste, and then pouring it into a wooden box of suitable form for obtaining the tensile strength on a sectional area 14 inches square, equal to 25 square inches. The specimens were left in the air one day to set, then immersed in water for six days, and removed from the water after another six days. The specimens were then broken by means of a break machine, and the tensile strength determined. In this way, the tensile strength of each sample of cement was obtained. The results of all tests are recorded in the table below. **Tall Hydrastic Concrete Road.—The Tall stone manufactured by the Fireproof Building Com- pany of New York consists of artificial blocks of Tell hydraulic concrete. The hydric concrete is made by mixing Tell with water, and with a quantity of lime varying 6 per cent. of lime. It is mixed with sand, pebbles, broken stone, etc., and the concrete thus formed hardens quickly without any special treatment. The strength of Tell hydraulic mortar, according to well-authenticated experiments, is 210 lbs. per square inch at the end of 48 hours, and 270 lbs. per square inch at the end of 72 hours. The strength of Tell concrete varies from 2,600 to 7,500 lbs. per square inch, depending upon the quality of the material used in making it. Blocks of Tell hydraulic concrete 10 feet long, 6 feet wide, and 6 feet high, weighing 28 tons each, are used for building roads and bridges. These blocks are laid up in courses to form a wall over the masonry, and form a wall of great strength. (See BURKET.) This material is also used for making sidewalks and pavements, for which it can be made in re- sponse blocks for masonry, or the building of whatever size can be built of a single mass without any joints. The lighthouse at Port Said, Fig. 848, is built in this way of one mass of Tell concrete; it is 180 feet high, and rests on a Tell concrete base of 400 cubic yards. Fig. 849 represents the en- ranging used for transporting the heavy concrete blocks from place to place. **Cement for Glass.—The following is a recipe for making glass: Mixed the** **glassy rock with oil; boil into a syrup with bitumen. This hardens in 48 hours. Bitumen:** **Black resin 1 part, black-dum 2. Melt together. For leaky boilers: Powdered litharge 3 parts, the sand 2, calcium carbonate 1 part; mix thoroughly. For making glass: Potash 1 part; solution of pre- pared glass and concentrated solution of water-glass. Culver's: I. Pitch 3 parts, resin 4, talcum 1, and boric acid 1 part; mix thoroughly. For making glass: Potash 1 part; solution of prepared glass and concentrated solution of water-glass. This is used for fastening blades in handles. For ivory or mother-of-pearl: Lithargus 1 part, white glue 3, disodium tartarate 1 part; mix thoroughly. For making glass: Potash 1 part; solution of prepared glass in one-half part alcohol; and add 1 part zinc-white. Shake up and use warm. Jeweler's, for using all substances: Gum-mastic 6 oz.; glue as large as a pen; dissolved in spirits of wine sufficient to render it liquid; add a little gum-resin; stir well; add a little gum-mastic; stir well again; add 2 ounces of strong glue; adding a small piece of gum ammoniacal, which must be melted until dis- solved. Heat and mix well; keep in a closely-covered phial; and put the latter in boiling** A diagram showing the process of making glass. A diagram showing the process of making glass. CONCRETES AND CEMENTS. 383 water before using. Black, for bottle-corks: Pitch hardened by the addition of hoek clod and rain. For jet: Use shellac, warming the edges before applying, and rub on the joint to make it black. For mercurium or chins: 1. Make a dough of garlic, put on the edge, and bind tightly with white of egg. Soften for steam-bottles. Hot or cold water is all parts, iron borings 3 parts. Gauze 1 part. For glass-bottles: 1 part of the above, 1 part of the following: A piece of lead made into a putty. This is used to secure joints and on water. For enery on wood: Equal parts of lead, copper, and tin; or equal parts of lead and copper; or equal parts of lead, iron and enery; Coat the metal with oil and white lead, and when hard apply the empy mixed with glue. French putty, hard and permanent: Lime-oil one part, paper under 4, boiled for 2 hours, ground up with a little water; 1 part of this to 1 part of white lead; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 1 part of linseed oil; 1 part of white lead to 2 parts of linseed oil; 2 parts of white lead to 2 parts of linseed oil; 2 parts of white lead to 2 parts of linseed oil; 2 parts of white lead to 2 parts of linseed oil; 2 parts of white lead to 2 parts of linseed oil; 2 parts of white lead to 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 383 884 **CONDENSERS.** For chine, glass, etc. 1. Diamond cement, for glass or chine, is nothing more than limeless boiled water to the consistence of cream, with a small portion of rectified spirit added. It must be warmed to the temperature of boiling water, and kept at that temperature for two hours, and then allowed to cool for five days. For corkes of benne-bottles: A paste of concentrated glycerine (common kind) and lilius. The tanks are made of cast-iron, and are provided with a cover, which is fastened on by a screw. The tanks may be formed of plates of heavy steel, the joints being either of copper or copper-plate. The tanks are filled with water, and the contents are heated by means of a fire placed in the bottom of the tank, and covered with a layer of ashes. The ashes are kept in the tank by a mixture of part finely divided India-rubber dissolved in 2 parts tarring oil, with 4 parts powdered charcoal, and 1 part of quicklime. This mixture is well mixed with the ashes, and the tank is filled with fine chalk and the coloring matter well incorporated. In the course of 6 or 8 hours a large portion of the water evaporates, leaving behind a thick mass of white ash, which is very useful for the purpose of an emu-ony. This can be polished with agate to a metallic lustre. 2. Grey-black : fine iron-dust. 3. Grey : iron-dust. 4. Green : green iron-dust. 5. Yellow : yellow iron-dust. 6. Blue : blue iron-dust. 7. Green : green iron-dust. 8. Yellow : ochreum. 9. Bright red : clairnab. 10. Pure white : fine chalk as above. *Works for Reference.* — On Calcareous Cement and Quicklime: *Higgins*, London, 1790 ; *Ba- mble* on *Cement* ; *Bennett* on *Cement* ; *Gibson* on *Cement* ; *Haworth* on *Cemen- tent* ; *Vizet*, 1857 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Pattie*, London, 1847 ; *Prak- hala*, Amsterdam, 1857 ; *Lindner*, Berlin, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*, *Calcareous Cement*, *Mortar*, etc., *Tschudi*, New York, 1863 ; *On Lime*. Hydromelical Cement; Mortars; "Gillmore", New York, 1863 ; "On Lime", "Calcareous Cement", "Mortar", "Burnell", "The Hydromelical Mixture", Michaelis, Leipzig, 1869 ; "Tarant" sur "Lime", "Calcareous Cement", "Mortar", "Burnell", "The Hydromelical Mixture", Michaelis, Leipzig, 1869 ; "Tarant" sur "Lime", "Calcareous Cement", "Mortar", "Burnell", "The Hydromelical Mixture", Michaelis, Leipzig, 1869 ; "Tarant" sur "Lime", "Calcareous Cement", "Mortar", "Burnell", "The Hydromelical Mixture", Michaelis, Leipzig, 1869 ; "Tarant" sur "Lime", "Calcareous Cement", "Mortar", "Burnell", "The Hydromelical Mixture", Michaelis, Leipzig, 1869 ; "Tarant" sur "Lime", "Calcareous Cement", "Mortar", "Burnell", "The Hydromelical Mixture", Michaelis, Leipzig, 1869 ; "Tarant" sur "Lime". Austin, New York; 1871 ; Experiments on the Strength of Concrete"; Grant; London; 1872; Port- land Cement; The Portland Stone Co.; London; 1872; See also - Report on Concremious Structures - Paris Exhibition; 1867. CONDENSERS FOR STEAM-engines. It is evident that steam-engine steam cannot be brought into direct contact with the condensing water or passed over surfaces which are cooled by water or air. In the first form, or jet condenser, the exhaust steam rings into the condensing water; while in the second form (surface condenser), the steam is passed over a surface to find the boiler. At the present time when steam of considerable pressure is used it is of great importance that this steam shall be brought into direct contact with the condensing water so rapidly as its temperature is increased; and nearly all modern ocean steamers are provided with surface condensers in addition to their jet condensers. The surface condenser consists of a number of tubes through which the steam passes to remove the air and vapour; and the surface condenser is provided in addition with a circulating-pump to force water rapidly around the condensing surfaces. The general arrangement of a sur- face condenser, such as is used in connection with marine engines, is shown in Figs. 405-407. A diagram showing a surface condenser. 402. It consists of a number of tubes within a box or case. The exhaust steam passes around the tubes, and the water of condensation is removed by the air-pump shown in Fig. no. Cold water is pumped through these tubes by means of a pump connected with a pipe leading from one end to another end where there are, of course, many modifications of this general principle. Sometimes the exhaust steam passes through a tube which is surrounded by a coil of wire through which cold water circulates; but other times blowers driven by small engines are often employed. (See Emmerich; Steam Machines.) Some interesting notes on surface condensers, descriptions of early forms, and some observations on their use have been published by Mr. Jervis (see his paper on Surface Condensers in Transactions of the Institution of Engineers in Scotland,) vol. iv., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p., p.. Suppose the pressure of steam when discharged into the condenser to be \( P \) above sea-level; that the initial temperature of the injection water be \( T_0 \)°F.; and that final temperature be \( T_f \). By equation \( T_f = T_0 + \frac{P}{R} \), we get \[ T_f = T_0 + \frac{P}{R} \] where \( R \) is the specific heat capacity of water at constant pressure. If we assume that \( P = P_0 \) (the atmospheric pressure), then \[ T_f = T_0 + \frac{P_0}{R} \] This equation shows that if we increase the pressure \( P \), we will increase the final temperature \( T_f \). In practice it has been found that if we increase the pressure \( P \) by about \( \frac{P_0}{R} \), we will increase the final temperature \( T_f \) by about \( \frac{P_0}{R} \). Therefore if we want to increase the final temperature \( T_f \) by about \( \frac{P_0}{R} \), we will need to increase the pressure \( P \) by about \( \frac{P_0}{R} \). In conclusion it may be said that surface condensers are very effective in increasing the efficiency of marine engines. 405 CORK-CUTTING MACHINERY. 385 In the table referred to, each pound of steam on being condensed must be deprived of 1141 - 83 = 1058 miles of heat, and each pound of water takes up 115 - 70 = 45 units; so that the least quantity of water necessary to condense a pound of steam is 1058 + 45 = 23.8 lbs. In order to render all the condensing water available, it should be brought into intimate connection with the steam by passing it through a series of tubes, which may be either horizontal or vertical, and arranged in spray and falling on a scattering plane, while in surface condensers the passages are small, so that the water does not have time to mix with the steam before it leaves the tube. The rate at which this can be done is very slow; but if it were not for the increased resistance to the passage of the water that follows from decreasing the area, it might be advantageously substituted to a much greater extent than ob- served. The size of a jet condenser, according to ordinary practice, is about one-third of the volume of the syringe from which it draws its supply. The surface of the condenser is usually about one-fifth of the heating surface, three-fourths of the better-heating surface, but there are condensers in use having a much larger proportion. The rate at which steam passes through a jet condenser is about one-half of its volume per hour per square foot of surface; but the more usual practice is probably between four and six lbs. In the case of a surface condenser, the whole of the water that enters the condensing water passes through it, as well as upon the thickness of the condensing surfaces. In some experiments by Mr. Jones, where each condensing tube was surrounded by another tube and water was passed through both tubes, it was found that when the inner tube contained 100 lbs. per hour as much as 100 lbs. of steam were condensed per hour per square foot of tube surface (Haskins's "Treatise on Steam Engineering," p. 26). In December, 1869, Mr. Jones made some experiments in which this rate of condensation was exceeded. In his experiments he used a large number of tubes, and it has been shown on this principle that the efficiency of such a condenser obviously depends on the velocity with which the air brings into contact with the condensing surface; and in one form of air heater known as the "Dutch" heater, in which air is blown over a plate covered with drops of water, this principle is fully demonstrated. In his theory of air condensation, account of an experimental condenser, and experiments on the heat given off by steam in passing through a jet condenser, are given in "Scientific American," vol. xiv., p. 261; "The Scientific American," vol. xxv., 261; and "The Engineering and Mining Journal," vol. xxxv., pp. 359 et seq. OVERHEAD AND UNDER DUAL CHUCKS. CONE-PULLEY. See Dampers. CONFORMALIZER. An apparatus used by painters to obtain the shape of the head. It has the form of a cone or cylinder with two or three small branches of cotton held close to the space in which they slide by a spring wire spring. When not in use, the inner arms of these branches are folded back against their supports, and when in use they are extended to oppose pressure thrown upon them by more or less outwardly drawn, the wire spring yielding and causing an irregularity in their position. This irregularity causes them to move outwards from their original positions within the curve of the apparent, which assumes the same shape as that impressed upon them by brushes themselves. On these arms are steel points, upon which a piece of paper is pressed, and which rest on each other so as to make a smooth surface for painting. The outer arms are similarly shaped but are inclined lines that are cut out, and placed in a device consisting of numerous branches, which will roll along any curved line desired without coming into contact with each other's plane, and their outer surfaces form a block exactly corresponding in shape to the head measured. Overhead and under dual chucks are described below. A patent for this device was taken out by Mr. J. H. Smith in 1843. This device was invented by A. M. Parkes in 1843. See Dampers. OVERHEAD CHUCKS AND MOUNTINGS. CORK-CUTTING MACHINERY. Cork is the softest interior bark of the Quercus genus, a species of oak tree growing wild in Europe and America; by means of cutting several longitudinal slits down up through the trunk, and then gluing them together with hot asphaltine mixture, the cork is obtained for various purposes. Seven years afterward the tree will have another coating of bark, which is stripped, and a new supply is therefore gathered about every five years. After stripping the cork is imbedded in asphaltine mixture until it becomes hard enough to be removed. The interior portions are generally cut out, their crust burned off, and sold mostly for flaxen; hence they vary greatly in size from about 2 inches to 2 feet in diameter; but those that have been blackened over a coal-burner object being made to assume smoothness at once as they come off from their place on a revolving spindle by which they are firmly held. The spindle is raised a mean- derly by means of a lever attached to it; thus it revolves slowly until it comes near enough to remove them off, leaving the material in perfectly cylindrical form. Another method is to place rough bits of cork in grooves on the circumference of a wheel, which, working automatically, carries each bit round until it comes near enough to be removed by hand; after which it is cut off cleanly; while a large circular knife removes this shaving, thus giving it the necessary taper and making it smooth. A diagram showing how cork-cutting machinery works. Google 386 **COTTER** and true surface. As soon as a cork is finished by the automatic lathe, it is released and another substituted. Figs. 583 and 584 represent one of the latest improved machines for cork-cutting. The cork from the hole is conveyed past the machine on an endless belt, which is supported by two rollers. By means of the brakeband $D$ and $E$, $B$ is a guide plate, and $C$ is a revolving disk of steel, similar to a circular saw, but without teeth. The cork is conveyed through the opening in the belt, and passes between the two wheels, which cut off the cork into pieces about three inches long. The cork strips next pass to the machine shown in Fig. 584, in which $A A A$ represent a revolving spindle, driven by the pulley $B$ and fitting exactly, and capable of being slid or moved horizon- tally back and forth along the axis of the spindle. The cork strip is inserted between the two ends of $A$ and the flange $D$, which passes down into a recess provided in the lever $E$, so that if the latter is opened out, the cork will fall out. The cork strip is held in place by a spring clip $F$, which is formed of a hollow piece of cast-steel tube, parallel in its bore, and with a sharp edge produced by bevelling one end of it. The cork strip is then conveyed to the cutting wheel $G$, which consists of two wheels $A A D$, the latter being made hollow to receive the former. The spindle $F$ protrudes into and nearly through the cutter $G$. It is supported and regulated in its distance up the spindle $A A D$ by means of a screw, which projects into the face of the bracket $G$, that end of which has a slot for receiving the screw. This screw is provided with a long slot. $J$ is a knife-blade, attached to the handle of the cutter, by the arcuate handle $M$, the upper part of $J$ being a block of hard wood dovetailed to fit over $F$. The gauge $L$ is adjustable by a nut, as shown in Fig. 584. When this nut is turned in or out, a strip of cork on the gauge $L$, and at right angles to it, moves forward or backward. At high speed, he pulls toward him the handle $M$, thus forcing the cork against the blade $J$. In this way, he cuts off a piece from the wood block $K$. He then moves his hand forward until he reaches the point where it withdraws the cork, carrying the piece away with it. When he has cut off all that he desires, he releases his hand from the handle $M$, and at once sets his other hand upon the cutter, holding it firmly against his body. After the machine is once set, therefore, the operator has nothing to do but feed the cork strips with one hand, and operate both hands on the cutter. To taper the corks, they are fed by hand in a horizontal position down an inclined trough to a vertical cylinder (Fig. 585), which revolves slowly. The corks are conveyed by an endless belt below when the plunger is at the bottom of its stroke. It is then carried up by the plunger and held for an instant above it before falling back again to its original position. When this happens, but having a flat and solid end, then a stationary cylinder, answering to the dead centre of a lathe, ap- proaches and forces the end of the cork against the revolving spindle, which by friction revolutes the cork. At each revolution of this cylinder, one-third of its circumference is brought into contact with the plane of length of the cork, as a large revolving steel disk, similar in form to that shown at C. This disk revolves at such a speed that it can cut off any portion of any length desired; cutting it taper and of the necessary diameter from end to end at once. As soon as the cork is thus removed from its position on this cylinder, it falls into another cylinder (Fig. 586) similar to that just described, carrying the cork with it, and while the cork falls below the machine the cork-cuttings are carried by its revolving motion to another cylinder (Fig. 587), similar to those already described; here also performed for about one-third of the circumference of this disk; but instead of a guard, which retains the cuttings upon the knife, but leaving the guard's central portion force them through its openings into another cylinder (Fig. 588), similar to those just described; here also performed for about two-thirds of its circumference; and finally they are conveyed to another cylinder (Fig. 589), similar to those just described; here also performed for about five-sixths of its circumference; and finally they are conveyed to another cylinder (Fig. 590), similar to those just described; here also performed for about seven-eighths of its circumference; and finally they are conveyed to another cylinder (Fig. 591), similar to those just described; here also performed for about nine-tenths of its circumference; and finally they are conveyed to another cylinder (Fig. 592), similar to those just described; here also performed for about ten-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 593), similar to those just described; here also performed for about eleven-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 594), similar to those just described; here also performed for about twelve-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 595), similar to those just described; here also performed for about thirteen-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 596), similar to those just described; here also performed for about fourteen-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 597), similar to those just described; here also performed for about fifteen-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 598), similar to those just described; here also performed for about sixteen-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 599), similar to those just described; here also performed for about seventeen-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 600), similar to those just described; here also performed for about eighteen-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 601), similar to those just described; here also performed for about nineteen-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 602), similar to those just described; here also performed for about twenty-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 603), similar to those just described; here also performed for about twenty-one-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 604), similar to those just described; here also performed for about twenty-two-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 605), similar to those just described; here also performed for about twenty-three-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 606), similar to those just described; here also performed for about twenty-four-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 607), similar to those just described; here also performed for about twenty-five-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 608), similar to those just described; here also performed for about twenty-six-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 609), similar to those just described; here also performed for about twenty-seven-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 610), similar to those just described; here also performed for about twenty-eight-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 611), similar to those just described; here also performed for about twenty-nine-ninths of its circumference; and finally they are conveyed to another cylinder (Fig. 612), similar to those just described; here also performed for about thirty-ninth of its circumference. The same inventor also exhibited a small machine which is built as follows: A belt is wound around two rollers placed horizontally near each other on either side of a table on which rests a board containing several holes bored in it at different distances apart from each other, where they are met by a clamp, which grasps them and pushes them forward between spindles, under one end which is spiked and the upper one hooked. While held in these positions it is rotated by an endless belt passing over two pulleys connected with each other by means of a shaft running through their centres at right angles with each other, so that while one pulley revolves continuously in one direction, in order to keep it sharp a horizontal projection is provided. The same mechanism operates on both sides simultaneously so that every time that one pulley makes one revolution every third hole on each side comes into contact with it at every revolution of the latter grindsstone is brought into contact with the blade and raised for a few revolutions. **COTTER** Cotter's patent on cleaning cotton and preparing it for market or curling. The most simple as well as the most ancient cotter-cotter is the roller-cotter, which consists of fixed rollers about five-eighths of an inch in diameter, and from 9 in 10 times long placed parallel in a A diagram showing how Cotter's roller-cotter works. 323 COTTON-GIN. 387 Some which keep them almost in contact. The rollers revolve in opposite directions ; the cotton is drawn through between the rollers, while the seeds are prevented from passing by the narrowness of the space. This machine is still used for the finer and longer-stapled cottons, but the operation is otherwise similar to that of the cotton-gin. The cotton-gin has been developed from the hand gin, its endless efforts on the extension of cotton cultivation, and its influence on manufactures and manners, may now claim distinction and consideration almost exclusively as the cotton-gin. In its most familiar form, however, it is a machine of great simplicity and workmanship it has been the subject of many improvements. Fig. 165 presents a perspective view of an improved cotton-gin, and Fig. 166 is a plan view of the same. A, A, A, the ground-leaf, or end of breast ; B, a toothed ratchet saw-cylinder ; C, saw ; D, a patent detachable wheel-fan. A diagram showing the parts of a cotton gin. A arrow or bolt on which the grain-fall rests ; g, back board, to which are attached the back grates and "patent motor." A grain-fall hollow, which is hung upon hinges, and may be raised or lowered at will by means of a handle. A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, A, B C D E F G H I J K L M N O P Q R S T U V W X Y Z The grain-fall or breast ; into which the seed-cotton is thrown; is formed with ends or heads of leaves; and consists of two boards or plates and back side being composed of cotton grasses; screwed firmly to the wood-work of the breast. The saw project through the intersections between these boards or plates. The upper and back part of the grain-fall is made up of two pieces of wood having two sets of hinges and may be raised or lowered at will by means of a handle. When in position the bottom is fastened by small side-bolts. The position can be varied and adjusted by sliding the piece of wood forward or backward through slots having no nut outside. These slides are fixed to the frame-work by screws. The grain-fall or breast is hung to the top beam by means of a hanger upon which are hung the saw-cylinders and the saw-blades. The saw-blades are made of wood about 3 inches thick upon an iron shaft and turned in a lathe of uniform diameter; and by the application of a small saw when in the lathe grooves are cut in each blade so as to receive saw-cylinders which are made of the best cast-iron and inserted and fastened into these grooves. A diagram showing a saw-blade and saw-cylinder. A arrow or bolt on which the grain-fall rests ; g', back board ; h', back board ; i', back board ; j', back board ; k', back board ; l', back board ; m', back board ; n', back board ; o', back board ; p', back board ; q', back board ; r', back board ; s', back board ; t', back board ; u', back board ; v', back board ; w', back board ; x', back board ; y', back board ; z', back board ; A arrow or bolt on which the grain-fall rests ; g", back board ; h", back board ; i", back board ; j", back board ; k", back board ; l", back board ; m", back board ; n", back board ; o", back board ; p", back board ; q", back board ; r", back board ; s", back board ; t", back board ; u", back board ; v", back board ; w", back board ; x", back board ; y", back board ; z", back board ; A arrow or bolt on which the grain-fall rests ; g"', back board ; h"', back board ; i"', back board ; j"', back board ; k"', back board ; l"', back board ; m"', back board ; n"', back board ; o"', back board ; p"', back board ; q"', back board ; r"', back board ; s"', back board ; t"', back board ; u"', back board ; v"', back board ; w"', back board ; x"', back board ; y"', back board ; z"', back board ; A arrow or bolt on which the grain-fall rests ; g"", back board ; h" ,backboard ; i" ,backboard ; j" ,backboard ; k" ,backboard ; l" ,backboard ; m" ,backboard ; n" ,backboard ; o" ,backboard ; p" ,backboard ; q" ,backboard ; r" ,backboard ; s" ,backboard ; t" ,backboard ; u" ,backboard ; v" ,backboard ; w" ,backboard ; x" ,backboard ; y" ,backboard ; z" ,backboard ; The grain-fall or breast is hung to the top beam by means of a hanger upon which are hung the saw-cylinders and the saw-blades. The saw-blades are made of wood about 3 inches thick upon an iron shaft and turned in a lathe of uniform diameter; and by the application of a small saw when in the lathe grooves are cut in each blade so as to receive saw-cylinders which are made of the best cast-iron and inserted and fastened into these grooves. A diagram showing a saw-blade and saw-cylinder. A arrow or bolt on which the grain-fall rests ; g' ,backboard ; h' ,backboard ; i' ,backboard ; j' ,backboard ; k' ,backboard ; l' ,backboard ; m' ,backboard ; n' ,backboard ; o' ,backboard ; p' ,backboard ; q' ,backboard ; r' ,backboard ; s' ,backboard ; t' ,backboard ; u' ,backboard ; v' ,backboard ; w' ,backboard ; x' ,backboard ; y' ,backboard ; z' ,backboard ; The grain-fall or breast is hung to the top beam by means of a hanger upon which are hung the saw-cylinders and the saw-blades. The saw-blades are made of wood about 3 inches thick upon an iron shaft and turned in a lathe of uniform diameter; and by the application of a small saw when in the lathe grooves are cut in each blade so as to receive saw-cylinders which are made of the best cast-iron and inserted and fastened into these grooves. A diagram showing a saw-blade and saw-cylinder. A arrow or bolt on which the grain-fall rests; g'', backboard; h'', backboard; i'', backboard; j'', backboard; k'', backboard; l'', backboard; m'', backboard; n'', backboard; o'', backboard; p'', backboard; q'', backboard; r'', backboard; s'', backboard; t'', backboard; u'', backboard; v'', backboard; w'', backboard; x'', backboard; y'', backboard; z'', backboard; The grain-fall or breast is hung to the top beam by means of a hanger upon which are hung the saw-cylinders and the saw-blades. The saw-blades are made of wood about 3 inches thick upon an iron shaft and turned in a lathe of uniform diameter; and by the application of a small saw when in the lathe grooves are cut in each blade so as to receive saw-cylinders which are made of the best cast-iron and inserted and fastened into these grooves. A diagram showing a saw-blade and saw-cylinder. A arrow or bolt on which the grain-fall rests; g''', backboard; h''', backboard; i''', backboard; j''', backboard; k''', backboard; l''', backboard; m''', backboard; n''', backboard; o''', backboard; p''', backboard; q''', backboard; r''',.back-board; s''', .back-board; t''', .back-board; u''', .back-board; v''', .back-board; w''', .back-board; x''', .back-board; y''', .back-board; z''', .back-board; The grain-fall or breast is hung to the top beam by means of a hanger upon which are hung the saw-cylinders and the saw-blades. The saw-blades are made of wood about 3 inches thick upon an iron shaft and turned in a lathe of uniform diameter; and by the application of a small saw when in the lathe grooves are cut in each blade so as to receive saw-cylinders which are made of the best cast-iron and inserted and fastened into these grooves. A diagram showing a saw-blade and saw-cylinder. A arrow or bolt on which the grain-fall rests; g'''., .back-board.; h'''., .back-board.; i'''., .back-board.; j'''., .back-board.; k'''., .back-board.; l'''., .back-board.; m'''., .back-board.; n'''., .back-board.; o'''., .back-board.; p'''., .back-board.; q'''., .back-board.; r'''., .back-board.; s'''., .back-board.; t'''., .back-board.; u'''., .back-board.; v'''., .back-board.; w'''., .back-board.; x'''., .back-board.; y'''., .back-board.; z'''., .back-board.; 388 **COTTON-GIN** There is a set of wooden prongs behind the saw-cylinder, and a row of hair or bristles, called the "motor," to separate the false seeds, motor, and dirt from the ginned cotton. The brush is made of about 20 inches diameter, cylindrical, having slits lengthwise between the rows of bristles, so that when the cotton is drawn through it, the bristles will catch the false seeds and motor, and thus prevent them from being carried away by the air. A small cup-shaped or conical funnel motion is given to the air, which is forced out with great power between the rows of bristles. Behind the brush is an opening, the length of the frame, into the lint-room, and beneath the brush a sliding board, called the noose-board, which may be slid back or forward for the purpose of regulating the amount of cotton allowed to pass through the machine. This board is called the "noose" or "cotton." In the saw-gin, as ordinarily constructed, the cotton is liable to collect in the spaces or interdents between the grates, and around them above the saws, thus choking or clogging the grates, and pre- venting their proper operation. To overcome this difficulty, a special arrangement has been made, based on being attached directly to the breast at the top, has an arm or brace extending out behind, through which it is screwed to the wood, so that the top of the grate stands out and is detached from its connection with the breast. The space between these two pieces is filled with cotton, and also a space between it and the adjacent grate; so that there is an chance for the cotton to collect above them. Many efforts have been made to improve the saw-gin, so as to separate more seeds and other impurities from the cotton than formerly. One of these improvements consists in making a revolving cylinder of iron or metal, fitted with teeth or prongs, which are driven by a belt from a fly-wheel. This cylinder is placed upon one side of the saw-cylinder, and carries them from the grate to the stripping-brush, rotating in a reverse direction to the saws. The teeth or prongs are arranged in such a manner that they are driven in a circular motion toward each other. The object of these teeth is that they act on the cotton only upon the teeth of the saws, and therefore, instead of separating the motors and other impurities from the flowing cotton, they merely carry them along with them. In consequence of this action with the motors, thus occasioning considerable loss of cotton. The object of the motor is to avoid this loss, and also to separate some of those impurities which are not separated by any other means. In operating this machine, after all other parts have been adjusted properly for working, it is necessary to place a piece of wood under each of the three brushes before they are cleaned; then if located at a greater distance from the point of action of the stripping-brush. The object of this machine is to clean large quantities of cotton expeditiously without occasioning any injury to the staple. The cotton is drawn by a leather roller having shallow diagonal grooves which will hold and guide it in its course. The roller is driven by a belt from a fly-wheel situated next to it. A pair of shears are attached to this roller; one shears being fastened rigidly to it and acting as a guide for guiding and holding down all loose fibers; while another shears are fastened by means of a spring to it. When this roller comes in contact with loose fibers they are cut off by this shears. Several modifications of this gin have been made, and in some cases on the movable blade or knife is made to work horizontally instead of verti- cally. This makes it possible for it to be used on both long and short staple cottons. The prin- ciples of this machine are similar to those employed in making flax. The Cotton Gin (or Ginning Machine) is an old invention. The jaw which looks fast on the cotton fiber is formed by the nipping-blade, which is caused to approach and nip the fiber on the roller at the time it is moving over it. The nipping-blade is moved up and down by means of a lever which acts on and pushes away the seed close to the nipping-blade, and separates them from the fiber close to the end. The nipping blade then returns to its former position, moving in the opposite direction to the surface of the roller. A fresh sup- ply of cotton is then drawn in and ginned, when the gin is ready. The Knife-Roller Gin.—This has the same roller as in Mr. Mather's machine but instead of using knives pressed against its surface for springing and drawing out seeds as in his machine it uses a plate used in Mr. Mather's machine. It consists of a spindle carrying oval plates about 8 inches in diameter at each end which revolve about their axis on which they are fixed; and being oval, when coming into contact with cotton-seed alternately raise and let fall along the edge of each oval plate; while at each revolution two pairs pull away the fiber from seed and falls through a grating. There is a guard which prevents the seed from being broken between the grin- ning roller and edges of knives on the knife-roller. A diagram showing a cotton gin mechanism. COTTON-SPINNING MACHINERY. 389 The Sowerbyed Nozzle-Gin. A notable improvement has been made in Sowerby's *nozzle-gin*, in which the teeth are needle-pointed, and set in hinged metal, engaging less closely to the staple than the old saws. The circles or rings of teeth are each composed of 10 sections, one of which can be raised or lowered at pleasure, by means of a screw, so that the whole cylinder may be revolved between 15 and 20 revolutions per hour, and requires about 5 horse-power. The method of setting the teeth is shown in Fig. 857. The best teeth necessary to form a section are placed in a mold, and the soft metal poured around them, when they are removed from the mold, they have a perfectly round surface, with a space of the proper diameter, which fit into a groove on the section, and an axial hole in which also fits the upper part of the tooth. When this is done, the cylinder is turned over, and the lower part of the tooth is cut off by means of a screw cut on the shaft, and its proper cut, and the whole cylinder is firmly drawn together. This gin, having two-fifths more space between the teeth than the saw-gin for the same number of teeth, will at the same velocity clean a larger amount of cotton, while the rounded teeth do not imitate the saw-teeth in their action upon the staple. The machine, Fig. 858, has a box occupying the top of the gin. An endless rotating spur on the box furnishes power to drive a pair of shears, which cut off the cotton from the staple. The shears are mounted on a cross bar, and are connected with a roller by means of a belt. The roller is driven by a belt attached to a wheel on the shaft of the machine. The shears cut off the staple from the cotton, and carry it over itself, when it drops into the hopper of the gin. The upright apron forms the upper part of the machine, and prevents all tendency of the cotton to jam and choke in the machine. An easy adjustment of the upright apron changes its position at will.
NAME OF GIN. Size. Number of Teeth. REMARKS.
Whiteing. 100-w. 10
Mulberry seed cleaner. 100-w. 10
Sweeper (for cotton). 40 20 to 30 Maximum on long-stapled cotton.
Cotton picker (for cotton). 40 20 to 30
Railie roller. 14 to 20
For an account of a trial of cotton-gins in Manchester, England, in 1872, see Journal of the Society of Arts, p. 669; and for an account of experiments made in favor of the roller gin, B.W. (in part), COTTON-SPINNING MACHINERY (See Pannier). COTTON-SPINNING MACHINERY. Under this head are described those machines which con- vert raw cotton into yarn ready for weaving; namely: I. Gimmers; II. Eversors and lapers; III. Carding-machines; IV. Drawing-machines; V. Mules and other spinning machines; VI. Spoolers; VII. Weavers; VIII. Linters. Of late years the process of cotton manufacture have been materially changed in some respects, and owing to this fact many new inventions have been made for improving these machines. The old "willow" is now entirely superseded in the best mills by the improved "gimmer," which derives its name from its resemblance to a willow tree. This gimmer consists of two pieces of wood, which are liable to take fire if there was any gritty or gravelly matter among the cotton, as is often the case. Both free are very troublesome to extinguish or once ignited. I. The Gimmer combines the action in its iron working until it emerges in the sheet to be wound up into a lap, ready to be transferred to the second machine or looper, where those of the opener laps are separated from those which remain on them; then they are taken to their turn to be spun. Two things are required to be accomplished by these machines first, the thorough opening and loosening of all lumps and clods in both laps and tubes; secondly, the removal of sand, stones, and seed, left by the gin, which are always found in them; thirdly, that all foreign bodies may be removed. Fig. 859 represents an improved opener, built by the Lincoln Machine Company of Lowell, Mass. A diagram showing a cotton-spinning machine with various parts labeled. Google 390 COTTON-SPINNING MACHINERY. and used in some of the principal uses of cotton in this coun- try. The feedable or endless ap- ron $A$ receives the cotton and carries it to the gauge-box $B$. The rolls $C$ are the pulling or propelling rolls, which draw the times faster than the rolls $B$; they carry the cotton from the en- tied bunches of cotton apart, and drop them in a scattered moulding or open box $D$. The rolls $F$ and $G$ receive this cotton in a scattered manner, and a sheet of uniform thickness, and carry it to the opening $H$ of the opener. By the force of this beater it is thrown through the opening $H$, and is conveyed to the condenser $J$, connected with the gauge-box $B$, by means of which carries off the dust, and the remaining cotton into through the trunk. The entire bottom of the trunk $J$ is made of a strong plate, and is closed adquately a short distance apart, that no cotton can escape, being opened by the preparatory-clo of the gauge-box $B$. In our this similar-like arrangement, is the gauge-box $B$, and the screen $E$ and the screen $F$ in the con- denser $X$ simplify comprehend the operation of this machine than and drops into the gauge-box $G$. The gauge-box $G$ acts as a cleaner for the screens $I$, and deposits on its bottom all that sur- plus cotton if the gauge- box becomes too full. It is a device for cleaning out the op- erator can see the height of cot- ton in the gauge-box. The con- struction of this gauge-box and the screen $E$, and screen $F$, and screen $R$ are such that the cot- ton is measured in one uni- form manner, by a proper or separator, through which it pas- sages, and is deposited upon the form of an even lap, ready for the threading of the machine. It is claimed for this trunk arrange- ment of machinery that the cot- ton is measured in a thor- ough manner than by the old process of hand picking, and that the cotton is measured off by the gauge-box even than in any other way known. Thus, insuring an even layer; and, that this method removes most of the greater bulk of sand and grits, from the cotton, and hence, lessens, saves the wear and tear of the same. This machine will open about 500 pounds of cotton per day, with an expenditure of steam water. Another form of cotton-opener A diagram showing a cotton-spinning machine. 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 390 A diagram showing the mechanism of a cotton-spinning machine, with various parts labeled. The main components include a cylinder (a), a roller (b), and a series of teeth (c) that engage with the leather. The leather is shown being pulled through the machine by a handle (d). The teeth are arranged in pairs, and the entire process is depicted in three stages: before the teeth engage, during engagement, and after the teeth have engaged. and to effect this is the object of weaving. This is an important process, as elasticity and perfe- tion in weaving are essential to the fineness and beauty of the cloth. Cards are formed of strips of leather, in which are inserted small staples of wire tooth, having the projecting ends slightly bent in one direction. These cards are placed on a revolving cylinder of wood or metal, and the cotton is passed between two or more of these surfaces. The teeth of cards are of various sizes, but all must be equal in size and shape. The teeth must be so arranged that the teeth should be all alike, equally distributed, and equally inclined over the surface of the leather. The teeth are implanted by pairs, and retained in it by the cross part c, fig. 66; and, as the teeth are all alike, they will all act alike upon the leather. The leather must therefore be pierced with a number of holes at equal distances e.d., and in such a manner that the leather may be drawn in refer- ence to the place of the leather be invariably the same; for oth- erwise it would be impossible to draw the cloth uniformly with the angle of inclination, and the teeth would be irregular. The leather should be of the same thickness throughout its whole length, and the teeth may project an equal distance. Card-making requires a degree of precision which is hardly possible with ordinary tools. Strict uniformity is necessary as to the size, shape, obliquity, and length of the teeth, and also in the angle which they bear to the cylindrical surface around which they are placed. The action of the teeth is thus represented in figs. 67 and 68. In fig. 67, we see that when the leather is placed in its po- sition directed, as indicated by the arrows, with a tangled tuff of cotton-wool between them, the leather will be drawn out in one direction only; but when it is placed in position opposite to that shown in the opposite direction. The figures show that this is accomplished by placing one card on top of another, and revolving them both round their axes at the same time. By revolving one card round its axis, covering the position of the other, and placing them as shown on the right of fig. 68. Then, by drawing the upper card over the lower one a little, the latter offer no resistance, but give up their cotton to the upper card. The following is a description of the card-making machine invented by Mr. Whitmore. Long sheets of cotton wool are placed on a revolving cylinder made of wood or metal; these sheets are pushed by winding the fillets upon rollers or drums, from which it is conducted upward between guide-rollers to a revolving cylinder at the top of the machine, where it is held by a clamp, by means which the leather is kept stretched. The holes are pierced in the leather to receive the wire staples or teeth of the card by means of a slitting tool. A pair of shears are used for this purpose; they are held in one hand while the other advances and recedes continuously by the agency of levers, operated by rotating cams upon a revolving shaft. The shears cut off a piece from each hole at regular intervals; then they pass under each point of the holding lever, so that the holes shall be pierced at regular distance. This is done by cams, which revolve continually with those levers; and as soon as each hole has been pierced, it passes, and consequently moves the fillet of leather at intervals to the distance required between the holes. The wire from which the teeth of the card are made is laid from a coil on one side of the machine, and brought forward by another pair of shears into position for cutting off pieces from each hole. A group of levers, operated by rotary cams upon main shafts. The pliers having advanced a distance equal to th 66 67 68 COTTON-SPINNING MACHINERY. 393 arranged and confined in now, by a movement of the machine, bent up along the sides of the square holder, and shaped to three edges of the square, that is, formed into a staple; and in the same way the staple is bent down again, and fixed in the holder. The wire staple is held with its points or ends outward in close proximity to the forked piercer before described, and by another movement the staple is moved forward, its points entering the two parallel wires of the staple, which are then drawn together by the action of the spring. While the wire staple is being thus introduced into the leather, its legs or points are at beent, that is, forced apart from each other; but when it has been passed half way into the holes in the leather, and has entered one hole, it is immediately forced back towards the other hole, so as to bring its legs or points into the angle required, forming the knee in each leg. A pusher now acts behind the staple, and drives it home into the leather, which completes the operation. In this mode of working, a kind of carding cloth, made of the kind usually em- ployed for carding wool, cotton, or other fibrous materials. The wire staples are set in the leather, and are driven into it by a pusher placed behind them. The leather is then twisted, which variations are produced by the positions of the notches or steps on the periphery of the cam pulley D (fig. 10), which are worked by means of a lever E (fig. 10). The carding engine consists of one or more cylinders, covered with card leather or clothing, and a set of plane surfaces similarly covered, made to work against each other, but so that their points do not come into contact with each other. These planes are called cards. They are attached to the old hand-carts, which were simply wire brushes drawn past each other by hand in the manner already described. In modern engines they are driven by a motor. The motion of the cylinder is transmitted to the cylinder by a belt B (fig. 10). The cylinder is driven by a motor G (fig. 10). The cylinder is driven by a motor G (fig. 10). The cylinder is driven by a motor G (fig. 10). The cylinder is driven by a motor G (fig. 10). The cylinder is driven by a motor G (fig. 10). 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The cylinder is driven by a motor G (fig. 10). The cylinder is driven by a motor G (fig. 10). a further carding: This lap thus formed in fed into second or finisher carding engine: As many as all slivers from breaker card, each drawn out of square can be laid together with double wire machine: This machine may be more thoroughly effected and more perfect uniformity insured in the silver delivered to be carded than any other method known to be used as breaker: And silver delivered to be afterwards combed with combing machine: Fig., shows how this combination of mechanism of main engine such as used as finisher: Lap K formed of number of wires or wires arranged in order to form lap L: Lap L drawn through combing machine: Carried from feed roller H to take roller H: Latter draws cotton into machine: Cotton drawn through combing machine at much higher speed than drum H: Cotton then teased out tooth of fancy roller W: Cotton then drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through combing machine at high speed: Cotton thus drawn through com 394 COTTON-SPINNING MACHINERY. ing cylinder, so that the delivering side of each flat is closer to the cylinder, and a wider space is left at the entering side between the flat and the cylinder for the cotton to enter. The angle thus formed is called the bevel of the flat. On quitting the carding cylinder, the cotton is stripped off any irregularities by means of a brush, which is then passed over the cylinder, and the brush kept true by an always-worn steel bar. The cotton is then conveyed through a series of parallel cylinders, which are arranged in such a way that they are all in motion in one direction, but that each cylinder describes a curve in its course, so that the cotton is drawn out of the cylinder with a uniform tension. The first cylinder, called the defier-cylinder, which is situated immediately after the carding cylinder, is a vertical reciprocating motion $O$, called the defier-defier, which has a rapid motion tangential to the surface of the teeth. The material is thus conveyed into a can $O$, which is revolved slowly on its axis, so that the cotton passes round it several times, slightly down $O$, and towards the plate. Thence the defier is rolled down in the can $O$. The roller consists of a revolving plate having teeth similar to those of the carding cylinder, and revolving in a horizontal plane about the plate. The can is also made to revolve with a slow motion in the opposite direction to the roller, and so the cotton is conveyed from one cylinder to another. The cotton is thus drawn out from the roller describes a succession of curves in the can, which form cells continually crossing each other, so that they are drawn out into long fibres. The breaker carding machine differs from that above described in having a series of pairs of carding rollers or workers and cleaning rollers or strippers, arranged around the entire upper surface of the main cylinder or roller. These rollers are placed at such intervals that when one pair of rollers moves for taking the cotton upon the main cylinder and delivering it in coils are similar to those already de- scribed. They are placed at such intervals that when one pair of rollers moves for taking the cotton, having rollers and cleaners on the side of the cylinder next the feeder, and fast on the side next the defier. This arrangement enables them to take up all the cotton from one pair of main cylinder taking the flow directly from the feeding roller. This caused the three to dog the cards. For the purpose of sharpening the teeth, when a carding engine is first fitted with new sheets, filing etc., it is necessary to remove all cotton from both cylinders. The main cylinder being broad, is inverted over the top of the cylinders with a very delicate hand; this is called facing up on the teeth. Then all cotton must be removed from both cylinders by means of a brush. To do down any single wire may be too long. After running the cylinders in this way about 15 min- utes, brushing them with a brush will remove all cotton from both cylinders. Then these are dominated for grinding, and after being properly set, are caused to revolve in an opposite direction to the card-rollers. This operation is continued until the whole of the teeth on both cylinders have been ground down to their proper size. In this process two pairs of every cylinders are made to traverse a little each way, so as to grind the wires to a round point, and pre- vent their becoming too sharp. This process is repeated until all wires are perfectly smooth, and then with every-bounds, called sticklers; this latter process is called sharpening, and is contin- ued daily until all wires are perfectly smooth. It takes about six months for each pair of cylinders applied above once a year; or only when the cylinders on some part of the surface have become higher than on the other parts, or technically, "of dull truth." By this method of grinding the cards when necessary, and sharpening them every working day they are always in good order; and consequently A diagram showing a carding machine. produce more perfect work; also, when the practice of sharpening continued daily, it can be done in much less time; two men can easily sharpen a carding engine in the space of 4 hours. The card-belts being all fitted with buckles, no time is lost in making them long or short, for the purpose of reversing the motion of the cylinders. The tops are also brushed out and sharpened once a week. COTTON-SPINNING MACHINERY. 395 Fig. 868 represents the engine machine ordinarily used in New England, as built by the Lowell Machine Shop, with Willam & Woodman's improved strip-stripper. The compound card and mangle-wheel $D$, driven from the pulley $A$, traverses slowly from back to point of the card, and returns over the path of the card, while the lap-head $E$ is moved forward and backward, so that the short lap-fax, which being raised from its seat by the spring bar $B$, driven from a cam on the opposite side of the card, is drawn into the lap-head $E$. The lap-head $E$ is then raised, and the long lap-fax is drawn out, removing the dirt and short cotton from the top flat, leaving it held by the curved wires shown in the drawing, until such quantity has been removed as to make it necessary to remove it by hand. The machine shown in Fig. 868 has been improved since 1858, but still retains many features of working a large amount of hand-labor, but also owing much less injury to the card-cloth than was caused by hand-labor. The card is first passed through a series of revolving drawing-rolls, which are set up in the alternate facts, numbered 1, 3, 5, 7, etc., in its passage from back to front of the card, while on its return from front to back of the card. In this way each fact is drawn into a narrow sheet of yarn, the traverse motion of the strip-iron is arrested at each fact for the necessary length of time required to lift the fact, strip it, and return it to its seat before moving to the next one. The same form of card is now drawn into a second series of drawing-rolls, which are set up in the same manner as before, but differ only in that they are placed parallel to the railway or lap head, which is simply a broad flat band of wire. In the case of the breaker-railway or "lap-head," as it is called, Fig. 869, the elevator of a large number of cards, not often less than 64 or more than 96, are wound into a broad flat lap of the width of the finisher-card, to which they are transferred. This lap-head is shown in perspective in the engraving. The cards for this would usually be arranged in 4 or sections of 16 each, according to the width of the mill, and placed longitudinally in one section while at the end of each section a bar runs horizontally across all cards in that section. The elevator is shown at the lap-head, which would stand in line with the last section. The elevator consists of a pair of endless belts or ropes about 10 feet wide and not more than 16 feet long, and a railway-head to the finishers consists of a set of drawing-rolls, as described in the "drawing-frame," usually with a single roller between them. These drawing-rolls are mounted on wheels which are carried by the drawing-frame. The number of cards in a section, and the length of the railway-head are regulated by the fabric to be produced; it not being considered advisable that the railway-roller should weigh more than two hundred pounds per foot; these rollers are made either with a "crowned tube" or "trumpet," accurately bored to a given size, which, by a system of levers acting on a belt in their interior, can be raised or lowered at will. By this means it is possible to regulate both the speed of the front rolls that the silver keeps its full size and weight when one of the cards is secured; and also that when it leaves them it shall have reached its proper size and weight according to its "drawing-regulator," Fig. 870. It is the invention of Newell Wyllie of Glastonbury, Conn., and D. W. Hayden of Providence, R. I., and has been improved by George Draper of Houltone, Mass. Fig. 871 shows how this elevator is constructed and operated. It was invented and built by Moses Ross & Percy of Lowell, Mass., as represented in Fig. 871. This, by using more than one section instead of four or six sections as heretofore used (which would require more than half the room in the mill), and as shown by the test measured one-third of the power and labor. The power required for this elevator is estimated at one-eighth horsepower per card; that from one-third to one-third of a horse-power per card; including railway-heads, which respectively take about $\frac{1}{4}$ horsepower for the breaker lap-head, and one-half horse-power for the finisher-railway; A diagram showing a cotton-spinning machine with various components labeled. 396 COTTON-SPINNING MACHINERY. and the amount of cotton to produce the above results varies from 27 lbs. per day, single carding, to 60 lbs. per day, double carding. The following gives the result of a power test of the Foss & Percy undercard cotton card, con- ducted at the Cotton Mill, Lewes, on August 1, 1878. The machine was built by Mr. W. H. Foss, and took 2,094 horse-power; eight horse-power for the engine; 1,527 for the railway; 2,678 for the overhead wire; 1,527 for the top flat-card, carding 230 lbs. cotton per day, took 3,307 horse-power; 1,527 for the lower card, including railway, carding for 100 lbs. cotton per day, took 1,527; saving in power, 1,390, batches of workmen and attendants, the quality and quan- tity of work being the same. The "flat-card" or single card- ing, as already described, is the one which has been generally adopted in the United States; but some improvements and varia- tions have been lately introduced, notably in the new combination card invented by Mr. J. C. Con- pany, which adds the " worker" or engine to the top flat-card and cards with a part of the top flat. This is a great advantage over the feed-cards by aucker- fs, which delivers only one man- ual motion to each card, which it reaches first, collect the batten of cotton per day, or double its amount per day, or double its quantity per day, or double its quantity per day per day; it takes out less cotton than the flat card, but is very suitable for use with cottons which are coarse work. But another form of English card is represented in fig. 872, in which a roller is attached to an endless chain, which revolves about a shaft connected with the surface of the main cylinder, and by the operation of which, when any part of each flat-card is reversed in po- sition as required by the machine, it returns to the starting-point. It is shown in fig. 873 as a " reverse" card, which is stationary at that place. IV. DRAWING-PRESS.-The cotton leaves the carding engine in the state of a delicate, flat, nar- row strip or ribbon, called a silver; and these silveres have now to be converted into drawings by being cleaned and drawn through a series of rollers. These rollers are mounted on wheels or shaf- ters and are collected in tall cases, from two to six in number, on one side of the "drawing-frame," and are from damier carried upward to two or more pairs of rollers, the two rollers of each pair revolving A drawing press machine. 871 A carding engine. 871 COTTON-SPINNING MACHINERY. 397 In contact. Here all the diviers or cardings are collected into one group, and are drawn between the rollers by the rotation of the latter. Now, if these rollers all revolve equally fast, the cotton would leave them with the same united thickness as when it entered; but the last pair revolve quicker than the first, so as to draw out the cotton into a more extended ribbon, because the more slowly revolving rollers do not supply the material fast enough for the maintenance of the original thickness. This is perhaps the most important principle in the whole range of the cotton manufacture; for it is exhibited alike in the present process and in the next two which follow. All the silk are conveyed through a narrow passage, formed by a series of rollers, and then pass into a tube of trumpet-shaped funnel, and thence is conducted into a tall can, round the interior of which it coils itself. One consequence of the drawing process, if properly conducted, is that the drawing is per- A detailed illustration of a cotton-spinning machine. fairly equal in thickness in every part, and formed of parallel fibres; and in order to honour this, the drawing is repeated more than once, each narrow ribbon being "drawn" with others below each successive drawing. The drawing is done as built by the Lowell Machine Shop is represented in Fig. 873. The cans which have received the silver from the railway-head, which is in reality a "first drawing," are placed behind the frame, and the accumulated silver is delivered at the front through the rolls A. The drawing is repeated more than once, each narrow ribbon being "drawn" with others below each successive drawing. The drawing is done as built by the Lowell Machine Shop is represented in Fig. 873. The cans which have received the silver from the railway-head, which is in reality a "first drawing," are placed behind the frame, and the accumulated silver is delivered at the front through the rolls A. 398 COTTON-SPINNING MACHINERY. Two or more of these spindles are united at the trumpet $R$, and compressed by the condenser-rolls $C$, and delivered again into cases which stand on the rotating plate $D$, to which a reciprocating action from right to left and vice versa is given by the shaft $E$. The drawing-frame, as now usually built, has 4 pairs of consecutive rolls, the speed of which varies according to the quantity and quality of the work desired. The draught or extension in the machine will vary, accordingly, from 3 to 44 in., and the speed of the first pair of rolls from 10 revolutions per minute ; second pair, 125 revolutions ; third pair, 130 revolutions ; fourth pair, 100 revolutions. In consequence of this difference in speed, the first pair of rolls, being the slowest, and the second and third and fourth pairs of rollers, the last being the greatest, and that between the second and third pairs being sufficient to keep the fibres in tension. The average power of the drawing-frame may be taken at about 100 revolutions per minute. **Drawing-Frames.** Two sets of drawing-frames, known as first or second drawing, are usually em- ployed, and they differ only in their relative position with respect to each other, according to the state of roving. In many respects the process of roving is similar to that of drawing, inasmuch as draws are made upon a bobbin, but whereas in drawing a single thread is drawn out of a roll of reduced thickness, has scarcely cohesive strength enough to make the fibres hold together, the roving has a slight twist given to it, by which it is converted into a loose kind of thread, or spungy cord. The "second" or "drawing" frame consists of two pairs of rollers placed one above another. The upper roller is placed a reel or bobbin, and into a kind of fork called a "fork," still further removed than the bobbin from the axis of rotation. The lower roller is placed upon a table, and is connected with a cylinder between rollers, and elongated to the state of a roving ; then this roving passes down a tube in one piece of the fork, and is twisted round the bobbin. This twisting takes place at the same time as the twisted roving becomes wound with great regularity upon the bobbin. The machine in fact performs three different and distinct operations : it first stretches the "drawing" to a state A diagram showing a spinning frame with various components labeled. of still greater thinness and delicacy than it had before; it then gives to the roving thus produced a slight twist, sufficient to enable the fibres to cohere; and lastly, it winds this twisted roving upon a bobbin, on which it is conveniently transferred to the spinning machine. Instead of the bobbin... COTTON-SPINNING MACHINERY. 309 and fly frame, in this country the spinder and stator are more commonly used, especially on the same yarns. The principal difference in the two machines is that, while in the fly frame the flyer is like an inverted U, and is screwed to the top of the spindle, requiring to be unscrewed and replaced after each turn of the yarn, in the stator the flyer is a separate piece, which can be easily removed by means of the engraving, and of double the length of the bobbin, thus permitting the removal of the latter without disturbing the flyer. From two to four of these machines are successively employed to reduce the roving to the proper size for the yarn to be produced, doubling the roving to insure greater evenness before drawing at each operation. The mechanism of the Lowell spinder, as generally adopted at present in the United States for course yarns, is essentially the same as that of the fly frame, its principal feature consisting of the "differential motion," as called, invented by Am Arnold of Providence, R. I., in 1828, and intro- duced by him into his machine. This consists in making the diameter of the bobbin, which is continually increasing in diameter with each consecutive layer of roving, is kept uni- form, and takes up the roving exactly as fast as it is delivered by the pressure of finger of the flyer. This differential motion is effected by a gear C, mounted on a shaft D, connected with the main or driving shaft of the machine, to which power is given through the pulleys P, P'. The train of gears A, B', B", B", etc., are so arranged that when one layer of roving has been spun and is carried by the flyer F', which is always driven at the same speed, the amount of twist being regulated by the speed of the rolls C', C", which can be varied by changing the gears B', B", etc. These motions A detailed illustration of a cotton-spinning machine. A detailed illustration of a cotton-spinning machine. 400 COTTON-SPINNING MACHINERY. are positive and uniform during the operation of the machine on any given size of roving. The roving, coming from the rolls $C_1$, passes downward through the hollow tube of the flyer to a presser, by means of which it is compressed into a cylindrical form, and then conveyed up again with every layer that is wound upon it, a variable motion must be given to it to keep the surface of the cylinder smooth, and thus avoid breaking the tender roving. This is accomplished as follows: A gear $G$ on the shaft $D$ drives the shaft $F_1$ by means of a pinion $P_1$. The shaft $F_1$ is connected with the shaft $F_2$, which is driven by the large pulley $Q$, and this in turn is connected with the shaft $H_1$, which is driven by the large gear $K$, which moves freely on the shaft $H_2$, and to which motion is given by the pinion $T$, which is driven from the shaft $H_2$ by the gear shown at $Q$ and the one-pulley $A$ and $r$, and the belt $S$. Now, if the motion of the shafts $F_1$ and $F_2$ be considered as being equal, it will be evident that the motion of the bevel $L$, is such that its motion of the bevel $L$, and its consequent train of gears will either be advanced or retracted according to whether the shafts $F_1$ and $F_2$ are advancing or retracted. In proportion as its constantly increasing diameter, the gear $A$ is therefore made to advance more rapidly than the shafts $F_1$ and $F_2$, so that when all three are put on to the bobbin, its velocity is increased by the shifting of the belt $S$ from left to right on the one pulleys $R r$ by a ratchet motion not shown here, but which is operated by the same action which lifts and lowers the bobbin for each succeeding layer. This is done by raising and lowering A diagram showing a cotton-spinning machine. SIDE VIEW. The rail $W$, in which the spindles are stopped, the spindles being split off and sliding up and down through the driving-gear $D$. The exact proper motion, which is one of the most beautiful and important in its effects as a part of the process of cotton-spinning. Fig. 875 is a rear view of the ordinary form of English roving-frame, exhibiting the general arrangement of the gearing; and Fig. 877 is a front view, showing the spindles and the gears by which COTTON-SPINNING MACHINERY. 401 They are driven. These machines are built by nearly all the principal makers of cotton machinery in the United States, and are generally used for fine yarns. Imported into this country, about 1850, was a machine called the "Morse," George Draper & Sons of Hopkinton, Mass., as designed to accomplish the object of spinning a self-twist bobbin of wool, like the male "cop," for use in the shuttle. The great difficulty in previous attempts to accomplish this ![Diagram showing the mechanism of the Morse spinning machine] A diagram showing the mechanism of the Morse spinning machine. 273 purpose has been that, when the yarn was being wound on the spindle at the extreme or "male" end of the cop, the pull on the traveler was so directly radial that it reduced the size of the yarn, by making it more or less cylindrical. This objection the Morse Draper seeks to obviate by diminishing the speed with which the yarn is winding on the small barrel of the bobbin, so as to give less draught at that time, and also by making the bobbin itself smaller than it would be if it were related to its proper size by the tension between the traveler and the bobbin. This is accomplished by placing two rollers, A and B, in front of each other, one above the other, and revolving in opposite directions. The front roller is turned from right to left by the slipper D, which is moved up and down by a lever E. The rear roller is turned from left to right by a similar lever F. The ring roll is so arranged that, when the roll is up at the top of its wind, the front rolls are re- moved from under it, and when it is down at the bottom of its wind, they are placed over it. This will fully explain all the details. This frame, though a very recent invention, is being widely introduced, as it produces a self-twist wool, similar to that spun on the male, with great rapidity, and occupies but one-half the space of the male in a mill, while it can be tended by a cheaper class of operatives. 26 402 COTTON-SPINNING MACHINERY. All previous attempts to spin wert in the frame directly upon the spindle without the use of a bobbin have proved failures eventually. The use of the bobbin also saves 50 per cent. of the waste. Spinning-Frames--The revolving, having been reduced to the proper size for the intended number of A detailed illustration of a spinning machine, showing various parts and mechanisms. yarn, now goes to the spinning-machine, which may be a throstle or mule; the ring-throstle being generally used. In this machine, the yarn is wound on a bobbin, which is then passed over a ring, and is continuosly employed for both purposes. Fig. 880 shows the ring spinning-frame of the latest pattern, as built by the White Machine Company. The principle of this spinning-frame is very simple. The spindle is driven by a band from a central cylinder, and the bobbin is held upon the spindle by a slight friction, and revolves with it, A diagram illustrating the operation of a spinning machine, showing how the yarn is wound on a bobbin and passed over a ring. the yarn being wound upon the bobbin by the friction of a "traveler" or small wheel, which is carried by the yarn around a ring of hardened iron, which is called a "bobbin," as in Fig. 881, where A represents the plan and section of the ring, B that of the roller, C that of the cylinder, D that of the rings and falls to give the traverse to the yarn, E that of the band, F that of the bobbin, G that of the spindle, H that of the cylinder, I that of the band, J that of the bobbin, K that of the cylinder, L that of the band, M that of the bobbin, N that of the cylinder, O that of the band, P that of the bobbin, Q that of the cylinder, R that of the band, S that of the bobbin, T that of the cylinder, U that of the band, V that of the bobbin, W that of the cylinder, X that of the band, Y that of the bobbin, Z that of the cylinder. Great improvements have been made since 1870 in these machines. The first step was the invention of Oliver Pearl of Lawrence, who placed a piece of wood extending off 24 inches from the top of the spindle, thus loosening the tendency to vibration. This piece was called a "bush," and was placed in a thin shell, and then strengthening it by reinforcing it with two pieces at each end. These pieces were called "bolsters." The bottom, top, and centre, the centre bushing below it (called "the bottom"), and above it (called "the top"), are all attached to one another by means of a screw through them into the spindle, and by adhesion thereto, combined with the adhesion of the bush at its bottom, giving friction enough to be carried around with the spindle. This reduction of weight above the bolster admitted of a much larger reduction A diagram illustrating different types of spindles: Old spindle (A), Carved spindle (B), Pearl's spindle (C), Bush's spindle (D), Lawyer's spindle (E). of weight. COTTON-SPINNING MACHINERY. 403 below, so that the weight of the spindle was reduced from 12 to 15 ounces to 5 or 6 ounces, and the bobbin from 1 g ounce to half an ounce, saving one-third of the power required to drive the spinning in a mill, or one-eighth of the whole power required in the manufacture of cotton. The reduction of weight of the spindle and bobbin was effected by making them of a spiral form, and also by reducing their diameter, which was done by cutting away a portion of the metal at each end of the spindle, and also by cutting away a portion of the metal at each end of the bobbin. This form of the spindle, which was patented by James H. Lawer of Lowell in 1871, is termed the spiral spindle, and the bobbin is called a spiral bobbin. In the Sawyer spindle the bolter, or upper bearing, is at the top of the tube, which reaches half-way up the cylinder. The lower bearing is at the bottom of the cylinder, and is connected with two "nubs," or reedstices, one at the top of the bobbin, and one just above the tubular bolter. By this arrangement the centre of gravity of the full bobbin is brought down close to the futurum, and the object is to diminish the amount of power required to drive the spinning. In order to obtain somewhat greater saving of power, the spindle being, as before, reduced to 8 or 6 ounces. Another form of light spinning machine was introduced into this country by Mr. J. W. Biddle, Philadelphia, in 1872, in which the bobbin is chambered out for half its height from the bottom, or nearly to the top of the spindle. The chamber is closed off by a cover plate, on which is placed a driving wheel, a clutch, which engages on a squared shoulder on the spindle, just above the bolter, and driving the bobbin by a positive motion, the pit of the bobbin at the top of the spindle not being tight enough as once before stated. Still another form, introduced in 1871-72, is the "Falkoth" spindle, built by Fales & Jones of Norwich. In this machine there are two rollers, one above and one below. The upper roller runs in a tube full of oil, a sleeve carrying the driving-wheel, on its lower end, being so attached to the spindle that it can be raised or lowered without any change in its position. The lower roller is partially supported and driven by it. Many thousands of each of these forms of light spinning are now in operation, saving from $300 to $500 per day over that required for heavy spinning machinery. V. MUSKET.--In these machines the rovings are delivered from a series of side arms drawing-clothes to a cylinder revolving slowly in front of them. The cylinder has two arms extending forward from it vertically upward and returns toward the rollers while the thread is being wound. The drawing and stretching action of the multiple-spindle makes the yarn finer and of a more uniform twist than that produced from single spindles; and because all parts are equally drawn through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts are equally stretched through by all parts in every part they are more even than those produced from single spindles; and because all parts 404 COTTON-SPINNING MACHINERY. To extend the spinning of the warrege. The space traversed by the carriage after the payyng-on action of the rollers is stopped is called the second stretch ; during this, the spindles are revolved very rapidly to save time. When the drawing, stretching, and twisting of the yarns are accomplished, the needle of the roller is raised, and the thread is wound upon the spindle. When the car- riage is returned to the rollers, the thread being then wound upon the spindle. The specific differ- ence between the action of the threads and the needle is, that former has a continuous action upon the warrege, stretching, twisting and winding is upon the spindle ; while the needle draws and twists at one operation as the carriage runs out, and then winds all the lengths upon the spindles as the car- riage runs in. The Mason Self-Acting Mule.—As an example of the best form of American construction of this A detailed illustration of a cotton-spinning machine. machine, we present in Figs. 883 to 886 views of the self-acting mule constructed by Mr. William Mason of Taconon, Mass. Fig. 883 is a perspective view, Fig. 884 an elevation of the opposite side, and Figs. 885 and 886 plan and elevation of carriage and drawing-cella. This mule differs *Knight's Mechanical Dictionary.* 896 897 COTTON-SPINNING MACHINERY. 405 from all other mains in the manner in which all the movements pertaining specially to a self- actor are produced. In most other varieties the carriage is run by means of a rope being wound upon a kind of spiral scroll-wheel, the grooves in which the rope winds connecting with a small diameter wheel, which is attached to the main shaft, and then running on the outside of this wheel, and then diminishing on the other side of the scroll until the carriage reaches the end of the wheel. The rope is thus kept taut, and the carriage runs at a uniform speed, but its diameter varies from time to time according to the size of the wheel. These ropes need constant adjusting, as they are liable to stretch and vary with the changes in the weather. In the Mason mule the carriage is run in by a crank motion. A crank-pin is fixed in a large wheel, which by a pinion or connecting rod is attached to a rack, the rack being A diagram showing a crank mechanism. into a pinion wheel, on the shafts of which a large wheel that grows into another pinion on another shaft that extends the whole length of the main on its back side near the floor. On this back shaft is mounted a pair of wheels, one of which is driven by a pinion connected with a large wheel around small pulleys at the front of the machine. These chains may be two, three or four in number, according as the length of the carriage and number of spindles. The carriage being attached to the chain, it can be moved along any part of the track of the main, either up or down the crank, but is also drawn out by the same train independent of the crank, as will be described fur- ther on. We have seen that when a crank is used to produce a motion, it must revolve half a revolution, half a revolution will, through this train and give it the same motion over its course as would be given by a single revolution of a wheel. This motion can be produced. The carriage can be run in less time with this motion than any other, and it starts and stops at a dead point without the slightest concussion or jar. The drawing-rolls are driven from the main shaft by means of a pinion-wheel attached to it. When these rolls are in their proper position they are held in place by means of a spring, so that when they are required to be put into their proper position to run it in again. The back-off motion and the depression of the faller are also performed quickly and smoothly without jerking or shaking. In the winding, a small quadrant is attached to each spindle, and on this quadrant is placed a weight which is so arranged as to correct the imperfec- tions of the quadrant as it is turned. The winding can be performed quickly and smoothly without shocks or concussion, and can be run rapidly, and it is claimed, with from 80 to 100 per cent less time than any other method. The space required for a pair of spindles depends upon the number and gauge of the spindles, and whether they are placed close together or not. For instance, if 16 spindles are placed close together they can be erected in a width of 16 feet from outside to outside of each row; 18 feet gives ample room. To determine how many pairs can be placed on one line requires no calculation beyond adding together the number of spindles and adding 10 feet for each pair. The *Ferr-Carré Mule.*—This mule, Fig. 887 to 890, represents the best English practice, and is said to have been invented by Mr. Ferr-Carré. It has been found that this mule has im- proved from the original mule of Richard Roberts. The motions are as follows: The rollers deliver the yarn from one side of the headstock to another; this motion is given by the twist-pulley $M$. The next motion is backing off the spindles to unroll a suffi- cient amount of yarn for winding; this motion is given by $M_1$. Then comes winding; here we have it to be begun to wind upon the spindles. The carriage is then drawn in, and the spindles receive the yarn, as distributed as to form a cop. Fig. 887 is a side view of the headstock, with the carriage and pulley shown in their positions when winding begins. Fig. 888 shows how they move on each side, and of course in their case both sides move forward at once. Fig. 889 shows details of the various parts. Motion is given to the machine by the driving-pulleys $A$, which drive the twist-pulley $M$ by means of an endless belt passing around them; then through $A$, $B$, $C$, $D$, $E$, $F$, $G$, $H$, $I$, $J$, $K$, $L$, $M$, $N$, $O$, $P$, $Q$, $R$, $S$, $T$, $U$, $V$, $W$, $X$, $Y$, $Z$, through that by gears $a$, $b$, to the taking-out shaft $k$, on which a drum carries the band $l$, which passes around a carrier-pulley on the front of the headstock, and returns to the front of 406 COTTON-SPINNING MACHINERY. A detailed mechanical diagram of a cotton-spinning machine. N COTTON-SPINNING MACHINERY. 407 the carriage ; the other end being also fastened to the back of the carriage at $a$, and similar drums at each end of the shafts being connected to the ends of the cartage. The twin-band passes from the twin-pulley $M$ to the front of the headstock around the carrier-pulleys $P_{b}$ driving in its passage through the machine, and is then drawn by the twin-pulley $M$ to the rear of the headstock, where it is taken up by another band, Fig. 587. The upright shaft $T$, Fig. 587, is driven by bevel-gears on the hub of one of the pul- A detailed diagram of a cotton-spinning machinery. 587 lever $C$, and, through another bevel-gear, gives motion to the winding-scroll $U$, Fig. 587, around which the band passes through the carriage, and is made fast to a take-up roller on the front side, and drawn into the carriage to the roller-beam, when the stretch and twist are completed. When the belt has been wound round the roller-beam, it is released from this by a spring mechanism, by the shafts $B$ and $K$, driven by the rim-shaft $I$, and when the stretch is completed, a spring A detailed diagram of a cotton-spinning machinery. 587 408 COTTON-SPINNING MACHINERY. shipper throws the belt upon the other pulley $F$ which by the bevel-gear drives the shaft $T$, and by means of the scroll $D$ draws back the carriage to its starting position. While the drawing-out-stall $A$ of its in motion, the shuttle $B$ is thrown into the lower part of the drum $R$, and at the same time the cross-shaft $m$, a pinion, p. Fig. 887, which works in the segment-gear $g$ of the quadrant $z$ raises it to a perpendicular position. Down this arm runs a screw, as seen in Fig. 887, on which moves a lever $H$, which is connected with a spring, so that when the quadrant $z$ is raised to its normal position, increasing the tension of the chain, and consequently the speed of the spindles, as the run is wound from one end of the drum to another, the screw is drawn out of its socket in the quadrant $z$, by means of aatchet and click the screw in this manner is drawn from a rotation to a stationary position, and the nut at each end further toward the end of the quadrant $z$, thus decreasing increased arm, and thereby reducing the speed of the spindles. When the quadrant $z$ is lowered again, by winding toward the end of each winding, the fallower begins: the winding each time at a higher point on the drum, and then continues until it has reached its lowest point. The quadrant $z$, being inclined, winding, guided by the quadrant $D$, remains constant, as the nut does not move any more, while the hollow shaft $T$ revolves with great rapidity. The quadrant $z$ is also provided with a lighter point on its upper side. The faster and counter-faster shafts are shown at p. Fig. 888. The machine is operated as follows: The yarn is taken up from the spool by means of a hook, as seen in Fig. 889. On a camshaft, driven from the shafts $T$ by the bevel-gear and driven by means (not shown) for engaging with a toothed wheel on the shaft $T$, there is placed a lever $H$, which is used for stopping and starting the drawing-out-motion. The change-wheel $W$ (see Fig. 890) on this shaft, which effects changing over from one set of teeth to another set of teeth on the shaft $T$. On each end of which are attached two rollers moved by levers attached to the carriage as to receive each end of the strand, and which engage and disengage this clutch, one-half of which is to be turned by hand. This clutch is used for changing over from one set of teeth to another set of teeth on shaft $T$, and effects these changes mentioned above. The beater-shaft $Q$ (Fig. 891), which is driven by pulley $M$ from a friction-coulter, which is put in operation for a few seconds when the belt is shifted from one pulley $O$ to another. The regulator-shaft $L$, with the small $n$, shown in detail in Fig. 889, is operated by a dog or lever A diagram showing a cotton-spinning machine. 4, which is attached to the carriage and connected with the counter-faller. Should the yarn be wound too tight on the spool, the strain on the counter-faller decreases it allowing the dog to fall, so as to engage in the small $n$, and give a rotary motion to it. In case of too little yarn on the spool it will allow it to slacken so as to slacken a little. The screws on the quadrant $G$ and the regulator-shaft $L$ are run back by hand when they are com- pleted. It may be observed that this machine has been designed for use with cottons of various gravities of parts; but it is believed that this above description will convey to a mechanic sufficient idea of what it can do. VI. Bronson's-The yarn having been taken from the spinning-frame, is now be prepared for the loom, by being wound upon a bobbin or bobbins, as represented in Fig. 891. This machine has a two-fold purpose: first, to transfer the yarn from the small bobbin on which it is spun, containing from 3,000 to 1,500 yards of yarn, to a large bobbin or bobbins; secondly, to wind upon these large bobbins the yarn in such manner that it may be easily removed from them without breaking; thirdly, to place upon these large bobbins all sorts of twistings required for different purposes; fourthly, to break off all loose ends of yarn before winding upon them; fifthly, to place upon these large bobbin slots in which leads in to its mouth; to detect loops or weak places; either of which will break the yarn; sixthly, to wind upon these large bobbins with a firm and even bend; seventhly, it is so constructed that it is in condition to run through the warps without breaking. The construction of this machine is very simple, consisting of merely a metal cylinder or drum, driving from 60 to 120 strong springs or spirals carrying their thread spools, with accompanying heddles, Google COTTON-SPINNING MACHINERY. 409 holders and thread-guides. The "Wade bobbin-holder," the invention of A. H. Wade of Lawrence, Mass., is a most valuable improvement, by which a semi-cylindrical cup or trough, &c., Fig. 305, is substituted for the spindle formerly used to hold the bobbin from which the yarn is to be wound. The bobbin is simply held in this cup, from which it is prevented from "jumping" by a pair of bent wires $R$, hung loosely from a pivot, a few inches above, but allowing perfect freedom of rotation. This permits bobbins spun on any spindle to be spooled off equally well in the same spooler. The loosely wound wire, however, is liable to fall out of its place, not only because of the greater weight than was due to its rotation on the spindle formerly used. A spooler of 100 spools can receive 100 spools of cotton per day, and will spool off 8,000 lbs. of 80 yards per week. Fig. 306 shows the "section-beam," introduced into the spooler, which prepares the yarn for the drawers. It consists of a frame, made by Messrs. George Drawer & Son of Springfield, Mass., a V-shaped frame, called a "section-beam," and two guides, one on each side of the large spools, already filled, to form from them the yarns required. These sections are composed usually between 500 and 600--this being an average number of spools in a spooler. From the wires the yarn goes to the "section-beam," it is called, on which it is wound, and to which is communicated the power to drive the machine. So long as the section-beam is in use, the machine once started runs smoothly; but if one thread breaks, its wire falls backward to a horizontal position, and catches in a light "vibrating bar," the inventor's name being applied to this contrivance. This bar vibrates with great rapidity and stops the machine. The "rice-box" now comes into operation; and being set up in slotted guides at right angles with the section-beam, it is so constructed that when it is lifted by gentle pressure, it at once rises sufficiently to "take up the slack" of the yarn, which for an instant continues to be delivered by the spindle, the motion of which is not arrested until all the slack has been taken up. When this happens, the section-beam is again lowered, and the wire is lifted to its place, and the machine is again started. When the section-beam is filled, it is moved over to another section-beam. VIII. Drawers.--The drawing machine at present entirely superseding all others is an English In- vention patented by Mr. John H. Burt of New York City, and manufactured by him under license by the Lowell Machine Shop, in which $A$ and $D$ are the section-beams, as taken from the warper; $B$ is the size- through guide; $C$ is the size-through guide for cotton; $D$ the loose-beam; and $E$ the loose-beam on which the warp is finally prepared for its delivery in yarn. The section-beam, having been filled for the time being, are taken to the "drawers," where four or more, as required by circumstances, are placed together in a single drawer. The yarn passes through these drawers through hot steam kept by a steam pipe, in the space $B$; and the superfine size being separated from it by means of a fine sieve (not shown), it passes through another steam pipe into a large drying cylinder $C$, made of copper or galvanized iron, then through the loose-beam $D$, where the threads are separated, and is finally wound on the loose-beam $E$. In order to form the A diagram showing a cotton spinning machine with various parts labeled. A B C D E 410 **COUPLING, CAR** "beam," so called, by which the threads are separated into two equal parts or "chords" for the weaver, a piece of thread or string is passed between the threads coming from the section-beam, at the first start, no as to divide 2 from 2, or 3 from 3, as may be; after passing the drying cylinders one of the chords is drawn through the other, and this is repeated until all have been further subdivided by the successive ones, so that no two threads shall be stuck together by the size. At each beam is fixed a fresh lease-string to run through for the use of the weaver. Another form A diagram showing a spinning wheel with a spool of thread on top and a series of spools below. of clothe, instead of drying cylinders, passes the yarn through a closed box heated by steam-pipes, in which the air is kept in circulation by a fan. This form is by some considered preferable for fine yarn. *Works for Reference.*—"Hand-Book on Cotton Manufacture," Goldfarb, New York, 1867; *The Science of Modern Cotton-Manufacture," Leigh, London, 1876; *The B. W. COUPLING AND CLUTCHES.* **Couplings and Clutches.** Couplings for shafts are divided into two classes, couplings proper and those which are known as clutches. The former are used when it is necessary to transmit motion, or rather one which requires some time and labor to take apart, while a clutch is a junction that can be disconnected instantly by suitable mechanism embodied in it. Wherever the form of coupling will permit it to be done without breaking any part of the shafts, such couplings should be at least as great as the joints at the chutes as elsewhere. Contrary to what has been stated above, the most common coupling is the flange or plate coupling. This, as shown in Figs. 594 and 595, consists of two flanges fitted independently to the ends of the shafts to be united, and fastened together by bolts. Some millwrights have contented themselves with fitting the flanges loosely to the shafts, and driv- ing in a taper key to hold them together. This method is not satisfactory. The flanges must be well engi- neered pulleys, as the taper key tends not only to burst the hub, but also to confine the contact to a single line, and thus to increase the chances for it to work loose. The plain-coupling, fitted accurately by hand and forced into place with a hammer and an iron bar inserted between its two reamed holes, is undoubtedly qualified to fulfill the requirements of strength and rigidity; but it is also very expensive. It requires skilled labor and additional time to make it. The plain-coupling takes the use of open-sided or hook ban- ners, which are needlessly heavy and ex- pensive. The cost of these banners is more than that of all other kinds of clutches combined. Vantages--all entail increased first cost and maintenance expense. In order to avoid this, becomes necessary to disconnect the shafts in order to change pulleys or for any other purpose, finally led to the introduction of adjustable couplings. These have almost entirely supplanted the plate-coupling because they are much larger and stronger than any other kind; and although more or less effective, are now made. For description we select one of the oldest of them and one which has been improved upon since its invention. The principle upon which it works is en- umerated as follows: it must secure the shafts so that their axes will form a continuous straight line; it must be able to accommodate slight differences in diameter; it must be able to move freely both, with the same force ; it must be able to accommodate itself to slight differences in diameter, and must do this without being thrown out of centre; it must be easily and quickly put on and taken off; and it must be able to transmit power with sufficient efficiency. William Sellers & Co., Philadelphia, consists of three principal parts, an outer sleeve $a$ and two internal sleeves $b$, $c$. The outer sleeve $a$ is made up of two pieces connected by a pin $d$ running through both sleeves. The inner sleeve $b$ is made up of two pieces connected by a pin $e$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $f$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $g$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $h$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $i$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $j$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $k$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $l$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $m$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $n$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $o$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $p$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $q$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $r$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $s$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $t$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $u$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $v$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $w$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $x$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $y$ running through both sleeves. The inner sleeve $c$ is made up of two pieces connected by a pin $z$ running through both sleeves. The outer sleeve $a$, being composed of two pieces connected by a pin $d$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $b$, being composed of two pieces connected by a pin $e$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $c$, being composed of two pieces connected by a pin $f$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $d$, being composed of two pieces connected by a pin $g$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $e$, being composed of two pieces connected by a pin $h$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $f$, being composed of two pieces connected by a pin $i$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $g$, being composed of two pieces connected by a pin $j$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $h$, being composed of two pieces connected by a pin $k$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $i$, being composed of two pieces connected by a pin $l$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $j$, being composed of two pieces connected by a pin $m$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $k$, being composed of two pieces connected by a pin $n$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{m}$, being composed of two pieces connected by a pin $\text{n}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{m}$, being composed of two pieces connected by a pin $\text{o}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{n}$, being composed of two pieces connected by a pin $\text{o}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{o}$, being composed of two pieces connected by a pin $\text{p}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{p}$, being composed of two pieces connected by a pin $\text{q}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{q}$, being composed of two pieces connected by a pin $\text{r}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{r}$, being composed of two pieces connected by a pin $\text{s}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{s}$, being composed of two pieces connected by a pin $\text{t}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{t}$, being composed of two pieces connected by a pin $\text{u}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{u}$, being composed of two pieces connected by a pin $\text{v}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{v}$, being composed of two pieces connected by a pin $\text{w}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{w}$, being composed of two pieces connected by a pin $\text{x}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{x}$, being composed of two pieces connected by a pin $\text{y}$, allows for slight variations in diameter between the shafts being joined together. The inner sleeve $\text{y}$, being composed of two pieces connected by a pin $\text{z}$, allows for slight variations in diameter between the shafts being joined together. In conclusion, REDACTED COUPLINGS AND CLUTCHES. 411 The taper holes in $a$, but are long enough to remain at three-eighths of an inch apart when put into the opposite ends. Both the shell $a$ and the cones $b$ are provided with slots in which may fit the square bolts $c$ $c$ $c$ $c$ and the latter have also a keyway in the centre, and are rendered elastic by slotting their peripheries. When the bolts are inserted, the cones are forced into the shell, and the nuts screwed down, it will be seen at once that the cones will be forced into the shell, and will thus be prevented from being driven out. The shell is made of cast iron, and is so constructed as to drive the cones into the shell; and it is manifest that this acts in no way to spoil the alignment of the shafts or to throw the coupling out of order. The fundamental principle of use these couplings is the use of an external sleeve surrounding two flexible internal sleeves, while giving the end A diagram showing a coupling mechanism. of each shaft independently; and this principle, first applied in this device, is that upon which all of the better class of adjustable couplings have since been made. When coupling together shafts of different diameters, it is evident that a considerable amount of strain must be placed on the tie, thus saving in weight and first cost (Fig. 895). Specifically speaking, it is only those couplings which employ a joint whose axes do not form a continuous straight line. For this purpose several types of universal joint have been used; but probably the best known device is what is known as Hook's universal joint, from the inventor, Dr. Robert Hooke. The oblique section of Fig. 896 shows how this joint works. It consists of two arms of direct motion, and which do not therefore admit of being rigidly connected, as in ordinary cases. This coupling is very A diagram showing Hook's universal joint. 895 commonly employed in light machinery, as its steep cleats, for taking off the index-motion, and is usually constructed by forming an arc on the two extension members which is intended to connect, and forming the joint by a curved cross ($\times$), the extremities of the arc is at one end of one shaft and at right angles to the other, and at another end of the other shaft. The angle between $A$ and $B$ at right angles to the former. But this simple mode of construction is not adequate to the purposes for which it was designed; for when a heavy load is thrown upon such a joint, its resilience is not in any way changed, the construction is much more substantial. Figs. 897 a and 897 b represent a form of it adapted to heavy strains. A is a strong disk keyed on the end of each shaft, carrying a A diagram showing a modified version of Hook's universal joint. 896 pair of bearings for the reception of the wedges on the extremities of the cross. Fig. 897 a is a face view of one of the disks, showing the cross in its place, with its alternate journals driven up against each other by wedges (Fig. 897 b). The wedges are shown in their normal position; but if a single joint ought to be applied. This angle ought not to exceed 15°; when a higher angle is introduced, the resistance offered by each journal becomes irregular, and the friction is greatly increased. This defect may be obviated by using a double joint. CLUTCHES--Of these devices there are two kinds--those which cause a positive engagement or engagement without slipping; and those which allow slipping to take place under certain conditions or close frictional contact. The weight of advantage is in favour of the latter system, through its preventing the shearing action which occurs when engaging or disengaging takes place. In the clutch represented in Fig. 898, which belongs to the former class, $a$ and $b$ are the two parts of the coupling, formed on the acting faces into alternate projections and recesses, such as they A diagram showing a clutch mechanism. 897 412 COUPLINGS AND CLUTCHES. correspond to, and exactly fitting into each other when in use. The part $a$ in this example, cast on a spur-wheel, from which the motion of the shaft is supposed to be taken off. Both of the parts $a$ and $b$, being cast together, are shown in Fig. 903, and the part $a$ is shown in Fig. 904. The part $a$, though deprived of longitudinal motion by washers and pin made $e$, and the latter being free to slide on the shaft, though prevented from turning on it by a sunk key, which slides in a slot formed in the end of the shaft, yet the part $a$ is capable of longitudinal motion, and this motion terminates in a fork with cylindrical extensions $c$ ; and it is obvious that by the contact of the flat faces of these extensions with the teeth of the pulley, the pulley will be forced to revolve with the shaft. Supposing now, that the motion of the wheel $a$ is suddenly accelerated, the oblique faces of the washers will be forced against the teeth of the pulley, and thus prevent its revolving clear, and the shaft from continuing in motion. In the old form of this contrivance, known as the sliding bayonet clutch, the part $b$, instead of the tooth-like projections on the face, had two or more prongs which held against corresponding engs cast on the face of the part $a$—which however, was A diagram showing a coupling mechanism. A diagram showing a pulley with teeth. usually a broad-bolt pulley introduced with a view to modify the shock on the gearing or throwing the clutch into action. In an older form still the pulley was made to slide endwise on the shaft. A form making use of this principle is shown in Fig. 905. When engaged, both parts are locked together by a bolt fixed upon the side of the pulley, and which, when shifted toward the axis, expands with an arm of a cross, of which the part $b$, as Fig. 905, is shown in section. This cross is then inserted between the teeth of the pulley and those of the gear throwing back the bolt, and thereby unlocking and disengaging the pulley. Uses of Clutches.-The various forms of clutches described above are represented in Figs. 901 a and 901 b. It consists of an exterior and interior cone, $a$, $b$, is fastened to the shaft $d$, while $b$ is fitted in a slot cut in $a$. The engagement is effected by forcing one cone into contact with another by means of a spring brought in contact with the interior circular surface of $a$, this should be done gradually ; the surfaces of the two cones slip on each other till friction overcomes the resistance, and motion is transmitted compactly gradually, and without danger to the machinery. It may be observed COUPLINGS AND CLUTCHES. 413 the longer the taper of the axes, the more difficult the disengagement ; but the more that the same, the more difficult to keep the surfaces in contact. The limiting angle of resistance for sur- faces of cast-iron upon cast-iron is 8° 59', and this angle with the line of shaft will give a very good fit. For other materials, such as wood, leather, etc., the angle may be increased to 10° 30'. When the lever or slipper is inserted into a notch, that it may not be thrown out by accident. Another mode of securing the shafts is by means of a collar, which is placed on each shaft, e and d, and are arranged on the shaft b, in the same manner as in Fig. 905. a is a shaft driven by means of bevel-gear off the main shaft b, its motion being derived from the latter shaft through the compo- nent c, which is a gear-wheel having two teeth on one side and three on the other. The teeth of the same taper as the cone c, such that by means of the handle e it may be moved into contact with the teeth of the wheel a, and thereby drive it. The wheel a is also provided with a toothed wheel d, driven by friction drive the cone c, and thereby also the straight shaft. When either of the shafts a or b is rotated, they will be driven in opposite directions by their respective wheels. This mode of securing the shafts is much better than any other known. They are held in gear by means of a screw, or more commonly, and perhaps better, by a weight. Another mode of securing the shafts is by means of epicyclic gearing (see Fig. 906). In this the shaft a of Fig. 905 is connected with another shaft b by means of epicyclic gearing, so that though which the motive power is transmitted. The wheel a is fast, but the whole marked b and c are free to rotate about their own axis. The epicyclic gearing consists of two wheels, one fixed to each of these two opposite wheels, and a third (One of these pinions only is requisite to complete the motion, which must be done by one of them.) These wheels are made to revolve about their own axes, and be given to the shaft a. It is clear that the wheel b, which is loose, will be made to revolve in the direction shown by arrows in Fig. 906. The wheel c will be given to move in the direction shown by the wheel d; similarly opposite will ensue; and so long as this last remains at rest, the wheel a and b will have the same angular velocity in opposite directions. But if the motion of the wheel b be stopped suddenly, then it will be found that while it has been rotating at some definite speed f to any degree required, the teeth of that wheel will serve as fulcrums to the carrier pinion d, which, being stopped suddenly, will cause it to stop also. But since it was revolving at some definite speed f with half the velocity of the prime mover a, and giving with the wheel b, on its main spindle of rotation c, half its velocity also; therefore when this wheel b is stopped suddenly still, it is obvious that the wheel a to be held absolutely still; but it is obvious that it may be brought gradually to rest by means of the friction-plate; and as the wheel a can attain motion only as long as motion of the wheel b is maintained; therefore when this motion ceases, then also does that of wheel a cease; and consequently the machine may be brought into action without the slightest degree of shock, and no unnecessary strain being put upon any part of it. Another mode of obviating shock in starting machinery, which has been long in use, is represented by Fig. 907. A spring A is attached to one end of a lever B; and when this lever B is turned round to its right position (as shown), then it will draw up against spring A; but when it is turned round to its left position (as shown), then it will release itself from spring A; so that when once started it will continue to run until it comes to rest. Among the most improved friction-clutches manufactured are those made by Messrs. Brown & Sharp, in whose device friction is produced by forcing two shoes against the interior surface of a cone-shaped body (see Fig. 908). This body is formed from two pieces of metal - one being Bur- well's Base, which embodies a combination of wedges and levers to draw a flexible strap around a cone-shaped body; and another piece being an inner ring or sleeve which fits over this base; but depending upon the heavy flange which the others require. Fig. 909 represents the Masson clutch, which is manufactured by Velocity W. Masson & Co., Providence, R. I. A movement of the sleeve A diagram showing a mechanical device with various components labeled A, B, C, D. 904. 414 **CRANES AND DERRICKS** *F* along the shaft *A* forces out or draws in the segments *E*, whose adhesion to the flange *B* makes the required friction, which may be regulated in amount by the adjustable arm of the toggle-joint. A diagram showing a crane with a derrick. The main components include a wheel (D), a lever (E), and a hook (F). The lever is connected to the wheel via a rod (G) and a pin (H). The hook is attached to the end of the lever. The lever is used to lift or lower heavy loads.* CRANES AND DERRICKS. 415 collapse under that strain. It is also necessary to secure the upright support very firmly to resist the pull of the tie. The hoisting machine may of course be of any suitable form. For a complete explanation of the properties of cranes, etc., see "Experimental Mechanics," Ball, New York, 1871. The same considerations apply to the structures known as derricks and shears. Thus a crane represented at 1, Fig. 907, possesses essentially a hoist $A$, the haul post $C$. The derrick 2 has a A diagram showing a crane with a derrick attached to it. single strut $F$, sustained by the guy $K$. Shears have two struts similarly attached. The gin 4, is merely a framework of three or more legs. There is still another structure forming a second class of derrick, namely, the boom derrick or balanced derrick, $A$. In this case the boom $D$ is swung to and fro on its own axis, and the weight is suspended from the end of the boom. The other arm is the opposite arm to which sustains the weight is shortened and bent so as to give leading to the mast and boom. The distinction between the applications crane, derrick, etc. is, however, not very minutely kept, and in many instances is practically disregarded. Thus a hoisting apparatus travelling on an eleva- tor is sometimes called a crane, but it is really a derrick. Again, in some cases where the essential features of the crane already noted are wholly absent. The following are examples of such cases: - A vertical crane consists of metal plates as arranged and com- bined as to form a connected series of tubular or cellular compartments. Fig. 908 is a vertical A diagram showing a vertical crane with metal plates arranged in a connected series. section of a crane of this kind adapted to lift a weight of about 8 tons. Fig. 909 is an elevation of the same; Figs. 910 and 911 are cross-sections on the lines $a$, $b$, $c$, $d$, and Fig. 912 a transverse vertical section through the line $e$. The plates are rectangular in their cross-sections, as shown in Fig. 911. The four sides are formed of metal plates fastened together by means of rivets or bolts. The ends of these plates are bent over into the shape of angle-iron. The connections of the plates at the cross-joints, on the corners or upper side of the plate, are made by the riveting on of a plate which covers or overlaps the ends of the two plates to be joined; the rivets at this part are depicted as represented in Fig. 913 (plan of the top plate), and 416 CRANES AND DERRICKS. known as "chain-crating." B B is the pillar, which is firmly secured by a base-plate p to a stone foundation, and fits at the top into a cup-shaped bearing, which is firmly secured to the side-planes of the jib at or near to the point where the curvature commences, and on which bearing the A diagram showing the arrangement of a chain-crating. jib is free to revolve. Fig. 912 is a transverse vertical section of the lower part of the jib, showing the manner of fitting the bearings for the chain-barrel (which is placed in the interior), and the pinion and wheel for driving the chain. The chain-barrel is a hollow cylinder, which is inserted in an aperture formed in the top of the jib. The chain passing over this pulley enters the interior of the crane, and is continued down to the chain-barrel. It is a pulley or nut, which is turned by means of a screw, and is so arranged that it can be raised or lowered in order of preventing the chain from rubbing against the plates. Fig. 914 is a plan of the lower plane. A diagram showing a plan view of a chain-crating. Fig. 913 is a vertical section of another crane, constructed on the same principle as that which has just been described. In this case, however, it was found necessary to strengthen the lower or convex side A A of the jib strengthened by means of three additional plates, A A A, whereby the interior is divided into one large and three smaller cells, as shown in Figs. 916 and 917, A diagram showing a cross-section of a crane with three additional plates added to strengthen the lower side. which are cross-sections on the line b b and c c d d of Fig. 913. This arrangement of the cells to strengthen the lower or convex side is advisable, in order to obtain sufficient resistance to the compression exerted by the load lifted, without unnecessarily increasing the weight of the other parts. Fig. 918 represents an elevation, and Fig. 919 a plan, of a movable crane, arranged and used for CRANES AND DERRICKS. 417 Using the enormous in the inverted arches of the United States Dry Dock at Brooklyn, New York, by Wm. J. McAlpine. This crane has been used for hoisting stones weighing from 10,000 to 18,000 lbs., at the extremity of the arm, which describes a circle of 50 feet diameter. It has also been used A diagram showing a crane with a hook and a pulley system. 316 with an out-rigger, by which stones from 5 to 8 tons in weight were hoisted 10 feet beyond the extremity of the arm. A similar crane was used by the same engineer in the construction of the locks of the enlarged Erie Canal. A movable shoue traversed along the arm of the crane, which was laid A diagram showing a crane with a movable shoue. 317 on an inclination toward the mast of 30°. By the use of the "Slamme blocks," the stone is moved toward or from the mast and hoisted or lowered with the accuracy requisite for setting fine-cut stones. Fig. 920 is a plan, and Fig. 921 an end elevation of a foundry crane, as constructed at the Lowell A diagram showing a foundry crane. 37 418 **CRANES AND DERRICKS.** Machine Shop. It is operated as follows: The weight is suspended from the sheave $J$, and is raised by the chain passing over the pulleys $H$ and $K$, and around upon the barrel $C$, either by the boom, $A$ or the plunger, $B$. The weight may also be raised by means of a screw, supported by the wheels $E$ and $F$, traversing on rails at the top of the cope. Motion in or out is given to this carriage by means of the upright shaft and bevel-wheels at $A$ and $P$, which causes the boom $D$ to revolve, or the plunger $B$ to rise or fall. At the upper part of the boom, where the pulley $G$, is attached to the outer extremity of the carriage, or at the lower part of the chain, where it is attached to the sheave $J$. Fig. 923 represents a crane used at Woolwich, England, for handling heavy weights, such as guns, weighing upwards of 50 tons, with a height of 60 feet. The jib is of wrought-iron, 55 feet long, and is attached at its ends to two pairs of cast-iron rollers, which run along the sweep-plates or roller-paths. Two of the pairs have a cogged wheel inside, which engages with a pinion on the end of the jib, so that when the circle of the roller-path; the other rollers are plain. Each pair of rollers has a pair of ball-bearings between them, and a pair of ball-bearings for the axles to work in. The roller-path is of cast-iron, and the central pin is made of wrought-iron. The hanger is bored with a gun-metal socket for the central pin of the crane, and is connected with the cast-iron socket of the 7-foot span girder. The central pin is of wrought-iron, and about 134 inches in diameter. It connects the crane to the centre pivot of the girder. A rope passes round this pin, and is wound on a drum on the girder; to which and direct to the girders themselves, the head-gear of the hydraulic engine for winding the chain and revolving the crane is belied. The stay for this pin are wrought-iron, and are fixed in holes in $J$, either crossways, as shown in the engraving. The mainstays are of cast-iron, and trued together A diagram showing a crane mechanism. CRANES AND DERRICKS. 419 A diagram of a crane with diagonal stays of the ordinary character. A wrought-iron platform, lightly constructed, is mounted on the main frame of the crane. The main frame is supported by two uprights. A wrought-iron ballast-box, capable of holding about 100 tons of gravel or slag ballast, is attached to the platform. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. Scale of Feet. forn-gimbals at the back of the crane, for the purpose of counter-weighting the full weight of the load. This counterweight, together with the natural stiffnesses of the crane, is sufficient to overcome the resistance of the load. 420 **CRANES AND DERRICKS.** Hydraulic Cranes have of late years been introduced with great advantage where water under sufficient pressure is available. The form of hydraulic crane used at Sir William Armstrong's works is represented in Fig. 923. The jib and pillar of the crane are of wrought-iron, and revolve in top and bottom bearings, which are supported by a cast-iron cylinder, the upper end of which is connected to the jib, while the lower end is acted upon by hydraulic power. The lifting cylinder is of made double purpose, that is, it will lift or drop a load, and also raise or lower a block. The cylinder is 8 feet in diameter, and the piston 14 inches in diameter, the length of stroke being 6 feet. The cylinder is divided into two chambers, one for raising and lowering the load, and the other for raising and lowering the block. The rungs below each 44 inches diameter, with 5 feet strokes; both the lifting and turning cylinders, with their valves, are fixed in a chamber beneath the level of the floor. A short pipe is attached to the upper end of the cylinder, and this pipe is connected to a pump placed on the floor. The chain from the lifting cylinder is carried upwards through the crane pillar, bending over a sheave (a) at the top of the pillar, and then passing round a second sheave (b), which is fixed to the running block (c), and is finally made fast at the extremity of the jib. For the purpose of overcoming the friction between the chain and its sheaves, a chain brake (d) is attached to the sheave (b), and the overhauling action is effected by a chain being attached to the sliding head of the lifting run (e). The principle of operation is as follows: When a load is raised, the weight of it causes a downward motion of the load suspended at the hook, the traversing carriage (f) is hauled inward and outward by means of a rope (g) attached to a pulley (h) on the traverse beam (i). This rope acts on a sheave (j) on the traversing carriage; the run of each press is 8 inches diameter, with 4 feet 5 inches stroke. The elevating motion of these cranes, which is produced by means of a screw (k), is transmitted to the travelling carriage by means of a chain (l) attached to one end of the pillar, with a sheave (m) at its extremity. The sheave (n) on the traverse beam (o) is connected with this chain by means of a pinion (p), which engages with another pinion (q) on the traverse beam. The screw (k) is driven by a worm-gear (r). Fig. 924 shows an example of Appleyard's hand-power wall crane. These cranes may be found on any wall, pier, etc., but they are generally employed in places where no steam power can be conveniently obtained; and in such cases they are very useful. Some advantages are they that a traveller may be placed on any part of the wall or pier without difficulty; some others are that several of these cranes, fixed diagonally across each other, may be used to support each other; and that when one crane has lifted its lighter branch of work, as the floor in centre will by this means be raised out of its way; thus saving time in overhauling travelor, such as lifting heavy cast-iron plates or beams. It was wanted for the lighter part of the work, as well as for those parts which could not be moved expeditiously than with the heavier ones. Overhead Travelers are made of various designs, the chief points to be observed in their construction being the making of the main girders strong enough to carry all loads that may be required to support; and in those worked by hand-power, the gearing should be of so powerful good counterbalancing that it will not be necessary to use more than one man to operate them. The girders are several of permanent form, some having timber beams and wrought-iron truss and tie rods, while others are of wrought-iron of various sections. The heaviest varieties are fitted with a central or platform girder, which to a great extent supports the weight of the lifting and working gear with its framework. Fig. 925 shows a traveler with the main and platform girder composed of wrought-iron, rolled in H section and trussed. This form of traveler is frequently used where lightness is required with a A diagram showing a hydraulic crane mechanism. A diagram showing an overhead traveler mechanism. CRANES AND DERRICKS. 421 The general arrangement of the crab-gantry is as follows. The lifting gear is single and double, and the latter consists of blocks or chains, the upper end of which are carried in the truss on the top of the side-frames of the crab. The chain-barrel is keyed A diagram showing the lifting gear and other components of a crane or derrick. into the large spur-wheel to relieve the shaft from torsion, the ratchet-wheel is cast to the flange of the barrel, and the brake-ring is cast to the spur-wheel; the brake-strap is lined with wood, and fastened by screws to the frame. The motion of the crane is given by the crank-handle, and that of the lon- gitudinal motion, being the heaviest work, is given by the crank-handle; the lighter work of the 422 CRANES AND DERRICKS. transverse motion is given by the hand-wheel, and as the attendant can have one hand on both the other on the crank-handle, a load can be simultaneously moved transversely and longitudinally by short distance required, a condition most favorable to some operations. Fig. 897 shows a derrick having a traveling hoist work ranging from 10 tons downwards; it has a span of 40 feet, and traverses a length of 180 feet. The three different motions for longitudinal traverse, cross traverse, and diagonal traverse are all derived from the same rope winch rope, which is suspended diagonally across the top of the derrick. This rope is drawn at a speed of 4 miles an hour, by means of a clip-pulley fixed at one end of the shop, which is driven by belt gear, and at the other end of the shop, which is driven by belt gear. The rope is passed round one side of the shop, going and returning on the same side at the level of the traveler, and passing round a lower pulley at the level of the hoist. The rope is then passed round another clip-pulley at the other side of the shop, and is not strained tight, but hangs loose with only a slight tension, because the peculiar action of the clip-pulley allows it to slip through half of its circumference, even when the tail-rope is entirely slack. The clip-pulley A, Fig. 898, and lays hold of the rope as it passes to drive the wire rope B at the rate of 4 miles an hour, and lays hold of the rope with its several of grip proportional to the main shown up to A diagram showing the mechanism of a derrick with a traveling hoist. rope by the load, releasing it from its grasp when the rope has passed the centre line. The construc- tion and fixing of the movable jaws or clips round the circumference of the clip-pulley is shown in Fig. 897 and 898. The clip-pulley consists of two parts, namely, a circular plate (A) and two arms (B), (C), (D) of the same size and construction, round which the same wire ropes pass, making three-quarters of a turn. The rope then passes on to the further end of the shop, and round the groove-pulley E at that end, and then returns to its starting point. The clip-pulley is so constructed that it will slip ening up the rope to any tension required. It has not been found necessary to have any slinging weight attached to this part of the derrick. The lifting gear consists of a very long cast-iron nut or screwed barrel H H, extending nearly the whole length of the traveler, as shown in the plan, Fig. 899 ; and inside this barrel works a short A diagram showing the lifting gear of a derrick. screw J sliding on two feather-sons long shaft J.J., which is driven by a friction-clutch from the clip-pulley A. By this gearing so that when one hand is on either end of the traveler's handle with the barrel. The long driving-shaft J is supported at intermediate points of its length by the two sliding brass pieces K K, sliding along freely with the barrel M M kept apart from each other at CRANES AND DERRICKS. 423 the distance of half the length of the barrel by the rod $L$; by this means the shaft $J$ is never left unsupported for more than half its length. One end of the hoisting-chain being attached to set. A large steam crane with a long boom and a hook at the end. The crane is painted in shades of blue and brown, with a red stripe running along the side. The engine is visible behind the crane, with a large cylinder and several pipes. The crane has two wheels on each side, and is supported by a metal frame. The crane is lifting a large load, which is visible in the foreground. The screw-frame M. Fig. 928, the chain N passes along through the inside of the barrel H, round a pulley F at the further end of the traveler; then over a pulley on the cross-traversing carriage R, and the end is attached to the nearest carriage P. The traveler G has two speeds for the lifting gear, one being at the rate of 6 feet per minute, the other at 15 feet per minute. The latter speed the crane is calculated to lift 15 tons. Fording Crane.—Fig. 929 represents a powerful fording crane, made by Messrs. J. Llew & Co. It is designed to accompany goods cars, and so be used in loading and unloading ferries across rivers. The carriages pass over a spreader-wheel, which is rolled in a box under the carriages, and thus enables the use of a very much longer chain than would otherwise be necessary. In ordinary manner, and diminishes the size, power and amount of machinery required in the hoisting operation. The spreader-wheel is provided with gates to spread the base of the car in any re- quired direction, and also to prevent its falling into the water. These gates ordinarily look to the side of the car. Fig. 931 represents a large 7-ton steam travel- ing crane, with a long boom and a hook at the end. The engine is carried on a base-plate which rotates on friction-collars. The boiler and ma- chinery are placed in a compartment below that to be lifted. The work is done with a pair of 424 CRANES AND DERRICKS. direct-acting steam-cylinders placed slightly on the incline, one outside each side-frame, the crank- pins being fitted into a pair of balanced disk-plates. In addition to the usual lifting and turning motions, each crane has a novel arrangement for travelling by steam, and for altering the radius of the jib by means of a hand-wheel. The latter is secured to the end of the crank-shaft, and moved fast or loose on the shaft by means of a toothed clutch, for driving an oblique worm-shaft gearing into a tangent wheel, which is fixed to the end of the main shaft. A hand-wheel is provided, securely locking the wheel in any position. A broad spur-wheel is geared on the crank-shaft, and works a double-acting steam-pump, which supplies water to a large cylinder, situated at the length to the stroke of the slide-wheels. The narrow wheel can be moved by a hand-lever laterally about 4 inches on a spiral feather, thus reversing the valves for running the engines in either direc- tion. A pair of spur-wheels are placed on the left side of the crank-shaft, and rear into wheels on the counter-shaft below. One pair of these wheels are of equal and the other of unequal circumference, and either pair can be made driven by means of a double-toothed clutch. Provision is made for working the crane by hand if necessary through the shaft, which also carries a set of bevel-wheels A diagram showing the layout and components of a crane with a direct-acting steam-cylinder system. 130A CRANES AND DERRICKS. 435 A diagram showing the mechanism of a crane or derrick. The main components include a boom, a winch, a counterweight, and a hook. The boom is supported by two columns, and the winch is attached to the boom. The counterweight is suspended from the boom, and the hook is attached to the end of the boom. The winch is connected to the boom via a rope, which is wound around a pulley on the boom. The pulley is connected to a drum on the winch, which is driven by a motor. The motor is connected to the drum via a belt. The motor is powered by an electric generator. A diagram showing the mechanism of a crane or derrick. The main components include a boom, a winch, a counterweight, and a hook. The boom is supported by two columns, and the winch is attached to the boom. The counterweight is suspended from the boom, and the hook is attached to the end of the boom. The winch is connected to the boom via a rope, which is wound around a pulley on the boom. The pulley is connected to a drum on the winch, which is driven by a motor. The motor is connected to the drum via a belt. The motor is powered by an electric generator. and double friction-comes for driving the slewing and travelling motions. As this shaft has two speeds communicated to it from the engine-shaft, it will impart two speeds to the slewing and travel- ing motions respectively. A pinion gearing into the spur-wheel on the column, which is twin the depth of the pinions gearing into it. The pinions are placed at different heights, so that the slewing pinion clears the pinion driving the travelling gear, which is fixed on the boom, while the travelling pinion clears the pinion driving the travelling gear on the crane-post drives the travelling mechanism. The friction-comes are operated by an eccentric lever, which can be raised or lowered by means of a hand-wheel. When raised they act as a brake and retard the motion of the jib. A pinion sliding on a feather in and out of gear, with a spur-wheel on the barrel-shaft, conveys the lifting motion. A diagram showing the mechanism of a crane or derrick. The main components include a boom, a winch, a counterweight, and a hook. The boom is supported by two columns, and the winch is attached to the boom. The counterweight is suspended from the boom, and the hook is attached to the end of the boom. The winch is connected to the boom via a rope, which is wound around a pulley on the boom. The pulley is connected to a drum on the winch, which is driven by a motor. The motor is connected to the drum via a belt. The motor is powered by an electric generator. 426 CRANES AND DERRICKS. from the counter-shaft. This pinion is withdrawn for hoisting, and the descent of the head is con- trolled by a strap-brake worked from a foot-lever, which is fitted with a pawl and ratchet, so that the load can be left suspended at any point of its descent. As the slowing motion can be put into action through the use of a hand-wheel, the speed of working may be regulated to suit the time that is effected. The speeds of working are in direct relation to the loads. As many as 60 or 70 loads may be lifted simultaneously by one crane. Fig. 812 represents an overhead travelling crane as arranged for the loading of vessels along river- fronts and harbours. The crane is mounted on a car running on rails laid on the quay. The length or gantry of each crane has a span of 25 feet from centre to centre of the rails. The clear height is 17 feet 8 inches, and the travelling wheels are 12 feet apart. The crane and the whole of the sub- structure is raised by means of a steam engine, and the whole is mounted on a truck. DERRICKS.--Fig. 833 represents a common form of derrick used for the settling of small stores. The mast is a hollow cylinder, about 10 feet long, and 18 inches in diameter, resting only on the ground. The weight to be raised is attached to the lowest block, which is suspended by means of another block from a rope passing over two blocks on the boom, and thence passing down parallel to the mast; these passing down parallel to the mast is attached to a barrel or drum, and can be taken up or let out by means of a gear and pinion and A diagram showing a derrick mechanism. crank, thereby raising or lowering the weight. The boom can be raised or lowered by means of the rope at the bottom of the mast, which is passed between two blocks on the boom; this rope is united to the end of the boom by a system of blocks. By the slacking of this rope, the boom may be hoisted while the weight is suspended, which enables the workmen to take up the store at CRANK. 427 one distance from the mast, and by it is another more remote. The machine is swung into position by a small rope attached to the end of the boom or to the weight itself. Fig. 904 represents Savage's derrick as improved by Mr. McAlpine, and used at the Brooklyn Dry Dock for loading and unloading ships. It consists of a single block, which is raised by a simple machine already described. It will be seen that the hook for the suspension of the weight is sup- ported by two blocks, No. 1 and No. 2, each of which is raised by a separate rope. The lower block, No. 1, of the crane, at the opposite end of the boom ; in a similar way, the left-hand block is raised by a rope. By this means the hook can be raised or lowered by means of one rope only. The motion upward and outward is given to the suspended weight, whereas by the winding up of No. 2, the weight is raised and moved forward, and by winding down No. 1, it is lowered and moved backward. By these means the stone may be deposited at any spot within reach of the boom. At Fig. 905 is shown a derrick for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, such as was used in England for loading and unloading ships, The crane is made with a frame which is fitted with spherical rollers which rest against a casting fixed to the ring-pool so that its lateral movement when it passes the tower causes little friction. The frame is supported on four legs which are made of iron bars about 3 inches wide by 8 inches wide; the upper end of these girders are of channel iron three-fourths of an inch thick; between them are placed two pieces of wood about 6 inches long; these pieces are driven into the ground; these girders are spaced 34 inches aparter; they are held at position at the ring-pool by two cast-iron plates which are bolted to them; these plates are fastened to the top of the ring-pool; they are secured to it. The following are the chief dimensions of the struc- ture: length of boom from top to bottom 10 feet; width of boom from side to side 10 feet; height of boom 50 feet; length from end to end of boom 10 feet; height of tower; height from bottom of tower to top of ring-pool 12 feet; width 5 inches. CLARK. A crane is shown at Fig. 906. It has a single boom at one end, and a pulley being turned round by a force applied at the other end; this form it has been found useful from earliest times as a handle to turn a wheel. When the crane is attached to a con- struction like that shown at Fig. 907 it becomes very useful indeed; this form which is extremely useful in machinery. The crane is shown at Fig. 908 where a crank is connected to A by means of a link or connecting-rod PQ with a point Q which is con- nected to C by means of a link QR. The angle between PQR is denoted by $\theta$; $C - \theta = \frac{\pi}{2}$ gives the position of Q at any given position of the crank $PQ$; $a$ being the length of the crank $b$ being the length of the connecting-rod; $c$ being the radius of the revolving circle $D$. The eccentric circle supplies a ready method of obtaining the motion given by turning round a point $Q$ on a vertical line $D$, which point is capable of sliding between guides $A$ toward $B$, which is capable of sliding between guides $C$ toward $D$. Since $a$ remains constant at all positions of $Q$, it is evident that $Q$ moves up-and-down down on the line $CD$ just so it were sustained by the crank $CP$and the connecting-line $PQ$; the length of the connecting-rod is to this case therefore equal to the radius of the rotating circle. It is obvious that an arrangement of this kind would be little useful because of the oblique thrust on the bar $QB$. A second more useful form is shown at Fig. 909 where the bar $QB$ terminates at a 428 CRANK. half hoop which fits the circle. The form usually adopted in practice is derived at once from this. A circular plate is completely enclosed by a hoop, to which a bar is attached. The crank on an infinite link is shown in Fig. 938. Suppose the roller at $Q$ to be replaced by a roller at $P$, then the motion of the end of the bar will cause the bar to describe a circle, and this will cause the bar to reciprocate, $P$ will remain constant, and $P$ will always be at right angles to the line $AB$. The crank with an infinite link also appears under the guise of a semicircular plate. The crank revolves about its axis $O$, and the bar $PQ$ describes a circle. The bar $PQ$ may be made to rotate continuously with an up-and-down movement, the rotation between the end of the bar and the point $O$ being equal to that between the other end of the bar and the point $O$. In the reciprocating engine, in which the ordinary form of construction, the rod connecting the piston with the crank, is used, the rod describes a circle when it is connected to the crank, and these changed into rotary motion. It is evident, therefore, that the crank revolves through one revolution in one revolution of the piston, and during this time, one end describing a path which is equivalent to the diameter of a circle in which the other end of the connecting-rod passes through half a revolution in the same time; so that the distance described by each end of the connecting-rod is equal to half that described by the semi-circumference of a circle. Let the circle in Fig. 941 represent the path described by the piston. A diagram showing a crank mechanism with a connecting rod and a piston. The crank rotates around point O, causing the connecting rod PQ to move up and down. The path traced by P (the end of the connecting rod) is equivalent to half a circle. centre of the crank-pin in one revolution of the engine. Suppose $D$ is the position of the crank, and $G$ the position of the connecting-rod, when the piston is at the point $G$ in the line $AB$, which represents the stroke. As the pressure on the piston at this point is represented by the line $GH$, by drawing a line parallel to $GH$, we shall have all points on this line having equal pressure. The given pressure in the direction of the connecting-rod, and $F_1$, equal to $\frac{1}{2}L$, will be the force transmitted by the connecting-rod to the crank. This force will be perpendicular to $GH$, and will act with such a produce motion in the crank that which acts tangentially to the circle at $P$, in a perpendicular direction to $GH$. Now let us consider what happens when we draw a line parallel to $GH$, from a point let us call $P$, drawn perpendicular to the crank, will be tangential force required. In Fig. 941 the semi-circumference is divided into 10 equal parts, and the tangential A diagram showing a crank mechanism with a connecting rod and a piston. The crank rotates around point O, causing the connecting rod PQ to move up and down. The path traced by P (the end of the connecting rod) is equivalent to half a circle. pressure is determined for each in the manner indicated above. If the pressures so determined are then halved perpendicularly to a line representing the path of the crank-pin, we shall find that it has 10 equal parts, each representing one per cent of its maximum value, which gives the rotative effect at every point of the revolution. This is illustrated in Figs. 943, 945, and 946, which are diagrams of relative effect for connecting-rods of different lengths. It will be seen that the **CRANK** rotative effect is unevenly distributed through the two quadrants of the semi-revolution, on account of the inequality of the connecting-rod, and that this irregularity diminishes as the connecting-rod is lengthened. With a connecting-rod of infinite length, representing the case in which there is no Diagram Connecting Rod - Length Rotative Effect | Position | 0° | 360° | 720° | 1080° | 1440° | |----------|-----|------|------|-------|-------| | Rotative Effect | 0° | 360° | 720° | 1080° | 1440° | The magnitude of connecting-rod, as in the above diagram, shows there is no inequality in the two quadrants. It will be seen that with any length of connecting-rod the rotative effect at any point is generally less than the corresponding pressure on the piston; and that at the ends of the stroke, when the crank is at 90° and 270°, the rotative effect is zero. This fact is due to the loss of power in its transmission by this form of connection; but, as has frequently been shown, this objection can be overcome by increasing the length of the connecting-rod. In this way, however, the loss of motion; since the crank-pins traverse a greater distance than the piston, it requires a less mean pressure to give the same power as is exerted by the piston. The reader who desires to investigate this subject further may consult "The Steam Engine" (London: Longmans, Green & Co., 1875), p. 159, and "Steam Engi- neers," in the Scientific American for Aug. 22, 1874; and in the Journal A. S. E., Sept. 10, 1873. In the diagrams below, it is supposed that a steam-engine is working under perfect conditions (with ex- planations) illustrating the action of forces on a crank or crank-shaft taken from a horizontal direct- action steam-engine. The diagram No. 1 represents a section of a cylinder with a piston and connecting-rod. The force of steam acting on the piston is represented by a line parallel to itself, showing its uniform regime of expansion of steam, being shown." The following diagrams were communicated to the Society in accordance with their invitation, by W. Foul, C.E., and obtained the alter fair medal. The reader will observe that in all these diagrams, except No. 4, there is no difference between Schanad admitted during the whole stroke (Nos. 3, 4, 6). The variations of length of connecting-rod are shown in diagram No. 1 (at three, via: Connecting-rod indefinitely long, supposed to act always in parallel directions (No. 1, 4, 7, 10). Connecting-rod five times the length of crank, which may represent about the ordinary length (No. 5, 8). Connecting-rod three times the length of crank, or about the shortest made (No. 6, 9, 12). Diagram No. 3 shows how much more power is transmitted from the piston to the crank-pins than from forces in the transmission of the power from the pie- son to the crank-pins when compared with No. 2. The piston-rod is shown by the long dotted line. The object of diagram No. 4 to No. 18 is to exhibit the values of pressure upon each part of the piston during the end of the stroke; i.e., the pressure of steam on the piston, and also upon each part of the connecting-rod. Each set of those diagrams contains a figure showing the position of each part during one half-stroke. On the plan of rectangular coordinates, the abscissa representing the space passed over by the piston, and the ordinate representing pressure upon each part of the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $0$ to $90°$, $360°$, $720°$, $1080°$, $1440°$ of the whole stroke; so that the piston has moved from $E$ E The right-hand figure in each diagram represents the pressure at various points along one side of the crank-shaft during one half-stroke. The left-hand figure represents similar values for one side only. In No. 5, when the crank-shaft has moved from $\text{O}$ to $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point, tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to $\frac{P}{r}$ (where P = pressure on one side and r = radius); thus, when crank is at $\text{9}^{\circ}$ or $\text{27}^{\circ}$ from dead-point tangential force, acting on one side of crank-shaft produces a moment equal to \(\frac{P}{r}\) where \(P\) represents pressure per unit area and \(r\) represents radius. In No. 6, when the connecting-rods are supposed indefinitely long; i.e., when they are infinitely long; then, \[ \begin{align*} \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \Delta x &= \Delta y \\ \end{align*} \] When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, \(y\) increases by \(dy\) units. When \(x\) increases by \(dx\) units, 430 **CRANK.** through by the crank-pin is exactly = the pressure on the piston x the length of its stroke; or, in other words, the area of the figure $a'f'g'$ is the parallelogram $a'b'd$. The result is in accordance with the principle that the power of a machine is equal to the product of the force and the distance through which it acts. (See No. 5.) Hence, the amount of power or work given out at the crank-pin is equal to that performed by the steam on the piston. In No. 5 we see the effect of the connecting-rod being made five times the length of the crank. Here the tangential force, commencing at 0, arrives at a maximum value of about 102 when the crank has passed through about 60°. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles.
Strokes of Force. Mean Mean Mean Mean
Dead Dead Dead Dead
Past crank-pin. Past crank-pin. Past crank-pin. Past crank-pin.
Corresponding position of crank. Corresponding position of crank. Corresponding position of crank. Corresponding position of crank.
A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. A graph showing two cranks at right angles. a'f'g' diagram for No. 5, where the connecting-rod is three times the length of the crane, the tangential force arrives a maximum value of about 102 when the crane has passed through about 60°. It will be seen that this maximum value is reached before any appreciable portion of the force through-out the whole figure; the effect of the connecting-rod being merely to vary in a slight degree the distribution of this force over a longer period than would have been necessary if all the power conveyed to it by the machinery, The comparative merits of long and short connecting-ods, in other points of view, will be considered in connection with diagrams 8 and 9. The return stroke, or the other semi-revolution of the crane, does not exactly correspond with the figures shown in diagram 6 and 8, owing to the reversed condition of the connecting-rod. The nature of this difference may be understood from a comparison between diagrams 7 and 8. In these re-solutions of the crane. It will be observed here that the force acts to 10° (commencing act d') corresponds with that in No. 4, but it will not last so long. No. 5, 6, 9 show the case of cutting off the steam as half strokes. Here the mean pressure on the piston is 84.8, and the mean tangential force on the crane pin is 84.4, equality between the areas of the righthand and lefthand figures being still preserved. The power of the engine is diminished by one-third compared with that in No. 5, because only one-half of its working time is known. Nos. 10, 11, 12 show the effect of cutting off the steam as one-fourth of a stroke. Here the mean pressure on piston is 89.8, and that on pin is 89.4, the mean tangential force is a 88, and the power of the engine is reduced from 100 to 89.4. Nos. 13, 14 show the values of the tangential force through an entire revolution of the crane, in cases above alluded to under corresponding columns.
Strokes of Force Mean Mean Mean Mean
Dead Dead Dead Dead
Past Crank Pin Past Crank Pin Past Crank Pin Past Crank Pin
Corresponding Position of Crank Corresponding Position of Crank Corresponding Position of Crank Corresponding Position of Crank
Diagram A: Two Cranks At Right Angles
Diagram B: Two Cranks At Right Angles
Diagram C: Two Cranks At Right Angles
Diagram D: Two Cranks At Right Angles
Diagram E: Two Cranks At Right Angles
Diagram F: Two Cranks At Right Angles
Diagram G: Two Cranks At Right Angles
Diagram H: Two Cranks At Right Angles
Diagram I: Two Cranks At Right Angles
Diagram J: Two Cranks At Right Angles
Diagram K: Two Cranks At Right Angles
Diagram L: Two Cranks At Right Angles
Diagram M: Two Cranks At Right Angles
Diagram N: Two Cranks At Right Angles
Diagram O: Two Cranks At Right Angles
Diagram P: Two Cranks At Right Angles
Diagram Q: Two Cranks At Right Angles
Diagram R: Two Cranks At Right Angles
Diagram S: Two Cranks At Right Angles
Diagram T: Two Cranks At Right Angles
Diagram U: Two Cranks At Right Angles
Diagram V: Two Cranks At Right Angles
Diagram W: Two Cranks At Right Angles
Diagram X: Two Cranks At Right Angles
Diagram Y: Two Cranks At Right Angles
Diagram Z: Two Cranks At Right Angles
Diagram AA: Two Cranks At Right Angles
Diagram AB: Two Cranks At Right Angles
Diagram AC: Two Cranks At Right Angles
Diagram AD: Two Cranks At Right Angles
Diagram AE: Two Cranks At Right Angles
Diagram AF: Two Cranks At Right Angles
Diagram AG: Two Cranks At Right Angles
Diagram AH: Two Cranks At Right Angles
Diagram AI: Two Cranks At Right Angles
Diagram AJ: Two Cranks At Right Angles
Diagram AK: Two Cranks At Right Angles
Diagram AL: Two Cranks At Right Angles
Diagram AM: Two Cranks At Right Angles
Diagram AN: Two Cranks At Right Angles
Diagram AO: Two Cranks At Right Angles
Diagram AP: Two Cranks At Right Angles
Diagram AQ: Two Cranks At Right Angles
Diagram AR: Two Cranks At Right Angles
Diagram AS: Two Cranks At Right Angles
Diagram AT: Two Cranks At Right Angles
Diagram AU: Two Cranks At Right Angles
Diagram AV: Two Cranks At Right Angles
Diagram AW: Two Cranks At Right Angles
Diagram AX: Two Cranks At Right Angles
Diagram AY: Two Cranks At Right Angles
Diagram AZ: Two Cranks At Right Angles
Diagram BA: Two Cranks At Right Angles
Diagram BB: Two Cranks At Right Angles
Diagram BC: Two Cranks At Right Angles
Diagram BD: Two Cranks At Right Angles
Diagram BE: Two Crunks Aright Anglee
Diagam BF: Twocrunk Aright Anglee
Diagam BG: Twocrunk Aright Anglee
Diagam BH: Twocrunk Aright Anglee
Diagam BI: Twocrunk Aright Anglee
Diagam BJ: Twocrunk Aright Anglee
Diagam BK: Twocrunk Aright Anglee
Diagam BL: Twocrunk Aright Anglee
Diagam BM: Twocrunk Aright Anglee
Diagam BN: Twocrunk Aright Anglee
Diagam BO: Twocrunk Aright Anglee
Diagam BP: Twocrunk Aright Anglee
Diagam BQ: Twocrunk Aright Anglee
Diagam BR: Twocrunk Aright Anglee
Diagam BS: Twocrunk Aright Anglee
Diagam BT: Twocrunk Aright Anglee
Diagam BU: Twocrunk Aright Anglee
Diagam BV: Twocrunk Aright Anglee
Diagam BW: Twocrunk Aright Anglee
Diagam BX: Twocrunk Aright Anglee
Diagam BAZTwocrunk Aright Anglee





































































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CRANK. 431 The combined action of two engines, with cranks fixed at right angles with each other, is shown in six cases out of the nine previously described; namely, with three variations in the degree of expansion, and two in the length of connecting-rod. The curve of tangential forces is laid down for A graph showing the variation of tangential force over time. The x-axis represents time (in seconds), and the y-axis represents the tangential force (in arbitrary units). The graph shows three different curves, each representing a different case of engine operation. two cranks in diagrams 4, 7, 10, 14, 18, and 22; in the three former for half a revolution (the other half being precisely similar); and in the three latter for a whole revolution of the crank. It is presumed that these figures will be understood without any further description. As an example: at No. 49, the first crank has a tangential force represented by the line $a$, and the second crank by the line $b$. At the beginning of the revolution, both cranks have their tangential force equal to zero. As the crank revolves, the tangential force on it being expressed by the line $a$ $p$; the second crank will then have travelled $220^\circ$ from A graph showing the path of the two cranks. The x-axis represents time (in seconds), and the y-axis represents the position of the crankshaft (in degrees). The graph shows two paths, one for each crank. the same point, and the combined tangential force will be represented by the line $a + b$. The undulations of this line represent the reciprocating motion of the piston and its power on the crankshaft throughout its whole revolution. In laying down these diagrams, the following points have been considered: (a) That as long as the steam-valves remain open, the pressure of the steam in the cylinder is uniform. This is not always the case in practice, but most generally be assumed in calculations. (b) That as long as the steam-valves remain closed, the pressure within the cylinder is uniform, varying inversely as the volume. This is the usual assumption. The causes of variation from this law may be found in many instances, but they do not appear to admit of an explanation of the present nature. (c) That no account has been taken of friction on the transmission of power through the connecting-rod. (d) The influence of the clearance space in the volume of steam, in expansion, has been neglected. This is but of small moment, and its introduction would have interfered materially with the simplicity and clearness of the diagram. A graph showing a simplified version of a previous graph. The x-axis represents time (in seconds), and the y-axis represents the tangential force (in arbitrary units). The graph shows only one curve, representing one crank. 432 CRANK. (a) The moving parts are supposed to have no weight or mass, the forces being considered in a statical point of view only. The ordinates are formed by finding the length of ordinates at convenient distances apart, and tracing a curved line through the points thus obtained. The methods of determining crank diagrams from the conditions of actual practice are fully de- A graph showing a crank diagram with various lines and measurements. B C D E F G H I J K L M N O P Q R S T U V W X Y Z AA BB CC DD EE FF GG HH II JJ KK LL MM NN OO PP QQ RR SS TT UU VV WW XX YY ZZ CRANK. 438 method and illustrated in Porter's work on the "Steam-Engine Indicator," and Hogg's " Practical Treatise on the Steam-Engine." The graphical determination of the correction for acceleration and retardation of the reciprocating parts, described below, is from the last-named work. Figs. 945, 946, and 947, show the manner of constructing the diagram, which is to be executed, at every twentieth of the revolution of the crank, for any pressure on the piston. They are drawn to scale, and will be found useful in practice. The manner of constructing and using them needs but little explanation. Suppose, in either figure, that the pressure on the piston when it is in a position on the line $A B$ is equal to zero. Then, by taking a circle of radius $AB$, corresponding to a crank-angle of $90^{\circ}$, equal to the line $A B$. It is only necessary to set a pair of dividers to this distance apart, and draw a circle with its centre at $O$, representing the base of the given distance in a perpendicular direction between the base and the line marked "Reference Line," when all points on this circle represent pressures for the given point, can be measured directly. The same method is to be pursued, of course, for any given piston position which can be found on the diagram. Suppose, in Fig. 945 and 946, that of $A C D$ and $C E$ a representa- tion is made of the pressure on the piston at any point on the line $A B$. The length of connecting-rods is supposed to be five times the length of $A B$. In each case, take a circle of radius $A B$, and divide it into ten equal parts. Draw a diagram similar to that shown in Fig. 945, and construct a crank-angle diagram, and draw a circle with this diameter, to represent the path of the crank-pin. Divide the semi-circumference of this circle into 10 equal parts. A straight line drawn through $O$ parallel to $A B$, as shown in Fig. 945. Bisect the radius $O T$. From $O$, the middle point, as a centre, draw the A diagram showing a crank-angle diagram with a circle divided into ten equal parts. straight line $O C$ and from $O$ as a centre describe a circle with radius $D H$. From $C$ as a centre, with the radius $C I$, describe the arc $B L$. Then $C J$ will be one-eighth part of the circumference of this circle, and being bisected gives $C K$, the required correction for acceleration or retardation at this point. The length of the diagram, to represent the stroke of the piston, so that its outer extremity is five times its inner extremity (as shown in Fig. 945), is sufficient for most purposes. In direct-acting engines, where no crank positions fall off in the stroke, observing that the last position on the forward stroke is the first position on the return stroke, we next to last on the return stroke is also first position on forward stroke being in which the piston moves from one end of the cylinder that is farthest away from its extreme position towards its extreme position (the forward stroke corresponds to the return stroke in direct-acting engines). The points so deter- mined are connected by straight lines (Fig. 946). In Fig. 947, we have constructed a similar diagram. Figs. 945, 946, and perpendiculars erected, as shown. It will be seen from these figures that while the crank-pin is passing over successive equal intervals of time during each revolution of the engine (which is equivalent to a practically uniform speed), it is evident that the motion of the piston is being accelerated during one portion of the stroke, and 9 634 CRANK. retarded during the other. Force is required to produce this acceleration, and is given out during the retardation; so that the indicator diagram, Figs. 948, 949, do not represent the true distribution of pressure on the piston, but only the average pressure at each revolution. The area under the curve of the en- gine is on the centre, and at this time its value, in pounds per square inch for a connecting rod of infinite length, is $$0.000541 \times \frac{\text{revolutions of en-}}{\text{gine per minute}} \times \text{(weight of reciprocating parts)} \times \text{(radius of crank),}$$ in pounds, in pounds, $$\frac{214}{x} = 2.8.$$ If, for example, an engine has a cylinder 20 inches in diameter and 4 feet stroke, and makes 60 revolutions per minute, the weight of the reciprocating parts being 500 lbs., the foregoing expression gives for the accelerating pressure, $$0.00541 \times 3600 \times 500 \times x = 2.8.$$ Having determined the accelerating pressure at the commencement of stroke for a connecting rod of infinite length, in the case under consideration, make $A_B$ Fig. 951, equal to this pressure on the A diagram showing a circular diagram with lines drawn parallel to A B. scale of the indicator diagrams, Figs. 948, 949, and with $A B$ as a radius describe the circle A B D C. As the connecting rod in the engine revolves through one revolution, the crank, main $B$ equal to one-fifth of $A B$, and draw the diameter T E at right angles to A D. At the extremity of this diam- eter draw two lines parallel to T E, each equal to T H, and distance T H E C, each equal to B C. Find P, the centre of a circle described by drawing a line parallel to T H E C and the arc H C E with PE as a radius. Divide the semi-circumference corresponding to A D into any number of equal por- tions drawn lines parallel to A D. Then A C, a h, e d f g, etc., representing areas under curves giving the pressures on opposing parts, and E C 108° 120° f g etc., represent the pressures given out during retardation for the forward stroke, and areas under curves giving pressures on opposing parts. The pres- sures are then to be transferred to the diagrams, Figs. 948, 949, and by drawing lines parallel to A D through points cor- responding to a given diameter that is exceeded or accounted for by these pressures, determine their position on the diagram. At the extremity A erect the perpendicular A F; make A C equal to the radius and divide it into 6 equal parts. From C draw G H parallel to A F and equal to one-fifth of A C, and draw G D parallel to G H; then G D will be half the circumference into 6 equal parts which can be done as indi- cated by the dotted lines. From D draw a straight line A E, and by drawing lines parallel to A E through points corre- sponding to a given diameter that is exceeded or accounted for by these pressures, determine their position on the dia- gram corresponding to a given diameter that is exceeded or accounted for by these pressures. A diagram showing a circular diagram with lines drawn parallel to A D. A diagram showing a circular diagram with lines drawn parallel to A D. A diagram showing a circular diagram with lines drawn parallel to A D. A diagram showing a circular diagram with lines drawn parallel to A D. A diagram showing a circular diagram with lines drawn parallel to A D. A diagram showing a circular diagram with lines drawn parallel to A D. A diagram showing a circular diagram with lines drawn parallel to A D. CRUCIBLES. 435 Into 10 equal parts, erect perpendiculars at the several points of division which correspond to the curves shown in Fig. 902. Find from the curve the mean pressure corresponding to the pressures in the shaded diagrams, Figs. 946, 949, and lay them off on the corresponding perpendiculars in Fig. 902, and connect these lines with straight lines parallel to the base line, thus obtaining a curve representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure can be drawn parallel to the base line through any point on this curve, and by measuring the distance between this line and the base line, the mean pressure at that point can be found. The area under this curve represents the total pressure on the area, and if the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout the area included between this curve and the base line is measured, a line representing the mean pressure throughout A diagram showing two positions of a piston in relation to its connecting-rod. The diagram shows how to calculate thrust force. FORWARD REVERSE are which calculate accurately only when all of a figure whose boundaries are traversed by a painter; or it can be computed by means of Simpson's rule, which is explained in most works on integration, among which may be mentioned Prof. Rankine's " Useful Rules and Tables." The effect of varying stroke length upon thrust force was first pointed out by Charles T. Porter; and The Porter-Airless engine is designed to produce maximum thrust force by means of an adjustable stroke length. The thrust force depends upon weight of reciprocating parts, and speed of engine, almost any desired distribution of pressure can be obtained by proper adjustment of stroke length. See Slide-TABLE for a table showing piston and crank positions for connecting-rods of different lengths. The formulas by which they were computed are appended, as well as rules for their estimation. For forward strokes: $$a = e + 0.5 \quad \cos C = \frac{e}{2} - e^2$$ $$\sin C = \frac{e}{2} - e^2$$ $$\cos (180^\circ - C) = \sin C$$ $$r = e + 0.5 - e$$ For return strokes: $$a = e - 0.5 \quad \cos C = \frac{e}{2} - e^2$$ $$\sin C = \frac{e}{2} - e^2$$ $$\cos (180^\circ - C) = \sin C$$ $$r = e + 0.5 - e$$ $$p = r \cdot \sin C$$ $$p = r \cdot \sin (180^\circ - C) = r \cdot \sin C$$ R. H. B. CRAPPO MACHINE. See CORPESSEMENT MACHINE. CRUCIBLES. Vessels used for holding certain metals, for assaying, and generally for many other chemical purposes in which intense heat is employed. The principal requisite of a good crucible consists in its ability to retain its shape after being heated; it must not melt or change its shape much during heating; such as substance; that it should not crack on being exposed to sudden alterations of temperature; it should not be easily attacked by substances with which it comes in contact; that it should be sufficiently strong to support weight of molten metal when lifted from furnace. 903 436 **CRUCIBLES.** Crucibles which become tender at a high temperature are then liable to break or crumble when grasped with the tongs, and are very dangerous. Clay crucibles are made of fire-clay, mixed with silica, burnt clay, or other incombustible matter. In order to make them more durable, they are sometimes covered with a layer of iron or some other substance mixed with it. The proportion of burnt to raw clay may be varied, but two-thirds raw clay to one-third burnt clay is generally considered the best. The proportion of silica to burnt clay is also important; the surface of the old pot must be cleaned from all extraneous matter, and their vitrified coating be chipped off. Chars which contain a maximum amount of silica are preferable for this purpose. The crucibles are comparatively free from such injurious admixtures as lime or iron; and the infusable proper- ties of the silica prevent the formation of any glassy mass. The crucibles are usually made by powdered coke and plumbago. The celebrated Berlin crucibles are made from 8 parts fire-clay, 7 parts black lead, 1 part ground charcoal, and 1 part ground coke. The materials should be as far from fine as possible, well kneaded together, and slowly dried in a kiln. When fired they are not easily obtainable, as a substitution for it is step-mem- ber clay or a mixture of step-member clay and sand. The crucibles in most common use in Birmingham and its neighborhood, as well as in Sheffield, England, are made of a mixture of sand and clay, with a little fluxing material added. This is a poor substitute, such as powdered coke, in order to lessen its tendency to contract when strongly heated. The following is a recipe for making crucibles: 1 part sand; 1 part clay; 1 part fluxing mate- rial (e.g., ground pipe-clay); 1 part sand; 1 part fluxing material (e.g., ground pipe-clay). These sherd-like crucibles or casting pots are only carefully dried, but not burned until required for use, when they are put into the melting-furnace first with the mouth downwards. They are then placed on the hearth, and the fire applied to them. The melting-pot or crucible employed by Musser in the manufacture of cast-iron, or homogeneous metal, are made by pouring molten metal into a mould of sand and clay. The mould is made of sand and pitted vermiculite, the clay being passed through ridges having 64 to 100 meshes to the square inch. The process is similar to that used in making cast-iron ingots. The crucible is made of 1 part sand; 1 part coke-dust; the ingredients being well mixed, and then kneaded, tempered, and moulded in the usual way. When it is necessary to protect a crucible from the corrosive action of the material to be melted in it, it can be lined with charcoal powder or black lead. In a small crucible, the powder may be made into a paste with water; but in large crucibles it is advisable to use a paste of finely divided charcoal after being thoroughly shaped by a small rammer of the desired form. For larger crucibles, a mis- ture of sand and charcoal is preferable. A crucible lined with charcoal will resist much better than one lined with lead; as it possesses greater resistance to corrosion than lead. Lead is not so good as charcoal because it does not possess sufficient strength to withstand the pressure exerted by the molten metal during the process of melting. Lead is also subject to great variations in its properties owing to changes in practice. As a rule, clay crucibles resist perma- nent deformation and corrosion in the proportion of the furnace coal used in melting iron. In general practice, however, this proportion varies greatly. Crucibles are principally used for assaying copper; they are made of clay found in some parts of England and America; they are also made of lead or lead alloy; they are also made of porcelain, a quality which is probably due to the large proportion of oxides mixed with the clay, but they are largely exported from England and America. Porcelain crucibles have been manufactured chiefly from a clay found at Gross-Almendorf, and in their composition resemble very closely the Corundum blaze. These crucibles are made by mixing together equal parts of white and red clays and adding some fine flour into the larger. These crucibles are tolerably liable to moderate temperatures, but are apt to fuse when exposed to higher temperatures than those mentioned above. Some of these crucibles consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelain and partly of some other material which has been fused with it; some consist entirely of porcelain; others consist partly of porcelains. Special metallurgical or chemical purposes, crucibles are sometimes composed of platinum or gold. Crucibles are made from various forms and sizes, according to the kind or work for which they are intended; those used for assaying are scarcely larger than a lady's thumb, while those made for melting silver are about twice as large as those used for melting copper. Crucibles vary in shape, and others differ slightly-shaped... A Fig. 59 shows the pot and cover employed in melting steel, while B Fig. 60 shows a crucible for melting copper. The cover is fastened on by means either by hinges before being used ; hence crucibles are usually dried gradually in hot stores. Where the crucible is too small for the quantity required for melting purposes, a smaller pot is used over the flask, or moulds, and plugs are commonly of the forms C and D. The pot mould is cast-on, with two ears cut out so as to lift it up. Its inside is the shape of the bottom half-circle shown in Fig. 59A ; its outside is circular like a bowl bottomed in D, but not so small as to pass through ; thus a hole is left in the centre, three-quarters an inch in diameter. When in use, the plug is inserted into the pot through its centre hole ; this hole is then filled deep in its centre. The plug which forms the inside wall is shown in fig. 60B ; it has an iron centre which projects through it about 5 inches, corresponding in size with the hole at the bottom of the mould. The day for a shot-weight equals about $2$ lb.; it is mounted upon a strong band into a short cylin- der-shaped box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ drams weight each side ; this box rests on top of another box containing about $2$ lb., $2$ oz., $2$ CRUCIBLES. 437 descend, and the inside of the mould having been well oiled, the clay is dropped into it, and the plug, also oiled, forced into the clay, while the iron rod finds the hole in the base, bottom to the centre of the mould, which guides the plug. The plug is driven down 2 or 3 inches by the blows of a heavy hammer on the handle, and then the pot is lifted out of the mould, and the plug is removed by putting a piece of iron through the hole in the iron head to bind it, giving it at the same time a screwing motion. It is A B C D 508 then drawn by the mallet, while the clay, rising up between the plug and the mould, reaches the top. The clay is not even with the edge of the mould, owing to the knife round its edge A and the hook B several times, holding it inclined towards the centre. The mould is now taken out and set with its lower end in a special annealing furnace, where it is heated to redness. This pushes up the bottom with the pot upon it; and the hole being filled with a bit of clay, the pot is finished. When the pots are sufficiently hard to bear handling, they are placed to dry upon rows of ashes or sand, and when they have dried sufficiently, they are annealed by being placed from 17 to 20 hours in a special annealing furnace; and they are taken directly from this furnace for use. Crucibles are frequently made on an ordinary potter's wheel, and special machines for making either large or small crucibles, is illustrated by Fig. 685. The peculiar mechanical arrangement consists in fit- ting the frame L (Fig. 685) with a horizontal spreader, so that, in addition to being capable of being moved up and down by means of a lever G, it can also be moved horizontally as the crucible is being formed. The crucible is of required size or thickness of the crucible. When a crucible is to be made, the frame is pulled down to take up its position over a revolving lathe, which is placed in a mould, on a revolving lathe at right angles to it. The crucible is then placed on the bottom of its cover, a catch on one of the up- per sections of the frame L being released, and it is then turned, to cause the former to move horizontally and spread the plastic mate- rial which has been poured into it. The back end of a lever carried on the top of the frame L is then brought down upon a pin E, a sin or otherwise, inserted into a hole formed in the side of the frame L. This lever is then drawn down by hand, so that the lever bears forcibly upon the frame, and prevents all vibration or movement of any kind. When this operation is finished, the handle is turned to bring the former forward out of the hole, the catch released, and another crucible placed in its place. This operation is then repeated for the next crucible, and so on. Fig. 684 is a section of Morgan's ap- paratus for making crucibles. In this apparatus it is fitted to a block B, which is, as before stated, free from all vibration. The upper part of a screw D, taking into a corresponding thread in an iron bar E, carries a screw F. The screw F works in fixed nut on the frame L, and the right- hand end is provided with a handle g', which is used to draw down and up. The block B is required to be moved. The frame C is free to move up and down in slots formed in two uprights, and its weight is counterbalanced by weights A & B. Google 438 **CRUSHER** on the end of chaine or cords passed over pulley and connected to the frame, so to catch on the upright to secure the frame c in position when the former a reaches its lowest position. o is the model into which the stone is put, and the upper part of the machine is called the hale or jigger, to which rotary motion is imparted as usual. When the frame is caught by the hale or jigger, and the mould is caused to rotate, the screw is turned by its handle g, so as to cause the former a to move horizontally towards the bottom of the mould, and at the same time the screw is moved forward to the required distance, which is regulated by a scale on the frame, the head back of a lever h, carried on a bar i, which is connected with a lever j, so that when the screw is turned, the lever j moves up and down, and thus causes the screw to turn. The screw being thus turned, the stone is forced through a hole formed in an upright, and its forward end is then pressed down by the attendant so that this lever has no further power of moving it. When this operation is completed, the screw is stopped. In case of a block of stone too large for one passage of the machine, it may be necessary to repeat this process several times. When the crushing is finished, the handle g is turned to bring the former a to the centre of the crucible, the lever j is moved forward out of its hole, the catch e is released, the frame is raised up, and the mould is caused to rotate again. The screw is then turned backwards by hand k, so as to allow a horizontal bay under the platform and hinged at s while the front and rear ends of the front of the ap- pаратum are brought together by means of two levers l and m. The latter are connected with each other by a bar n. When this operation is completed, the attendent moves the bar w on its hinges b, so as to bring the block against the side of the mould, and thus guide for the next time. (The foregoing is illustrated from Spreten's "Casting and Founding.") For preparal crusheer the foliated form of graphite (see Agraphy) is employed, and it undergoes grinding in a mill until it becomes fine powder. This powder is then mixed with water and cast into small cakes. With these plumbings first prepared it is mingled a small proportion of kaolin or china clay, varying somewhat according to circumstances. The mixture is then placed in a crucible made of some part of graphite or added 7 parts of a gray clay which is imported from Klingerberg in Bavaria, besides little green sand. The crucible is then placed in a furnace heated to redness. The air supply is afterwards added, and the compound passes to a huge casting-cylinder capable of holding about 100 tons. Having through stirring it done by means of arms arranged radially on an external vertical rotat- ing shaft, it comes out from another cylinder which revolves in such a manner that it leaves behind so that the mass undergoes a kneading which secures its rapid and homogeneous mixing. The material thus prepared is then poured into a mould made of cast iron or steel. This method can be used for all kinds of work requiring great strength and heat resistance. It can also be done either by hand or machinery, special forms being made in the former way. The materials used for making castings are: sand (which must be free from clay), moulding glass, troupea, etc. A plastic mould is prepared, which is placed on the rotating wheel. Into this ball of graphite dough is placed; and as the mould rotates, a former is brought down into it from above, whereupon it remains until it has been filled with material. The latter should be according to gauge previously adjusted. The mould is then taken from below; and after the crucible has become dry it can be removed without difficulty. The hollows in which castings must not differ from those followed by pattern. Each en- cible is inclosed in a large fire-clay vessel known as a "sugar," and a number of these are heaped up in the kiln. A "number" in crucible-making refers to each piece of metal that comes from them when taken out of their respective vessels. The size of each piece depends on order from ground white or black lead. The dis- ference in hue is not an criterion of quality, and it simply due to cracks or other imperfections in the sugar. In point of steam, plumage crucibles hold from 5 ounces up to 800 lbs. Their average lifetime in brickwork or brickmaking factories varies from 6 months to 1 year; but if they are well fed they will run from 6 to 8 times, and longer if coated with a mixture of fire-clay, plumbago charcoal (or better potters' clay), and water. They should be cleaned once every six months by scraping off the surface after each melting. Old stock-pots are freed from slag, ground up, and manufactured into crucibles. The same "metal" used for crucible-making is also formed into plugs or valves in the boiler used for heating water for steam engines; but these are not used for making castings. Crucibles may be generally employed except in cases where a fluid is used; as this would setl the clay from which they are made; but they are very useful for making castings when no fluid is used. It is well for the first time of using, to put the crucible in the furnace at the time of light- ing fire; so that it may be ready for use when all other preparations are made. The pot should be placed in the fire so that it does not touch any part of any other pot or crucible; nor should any other pot be placed near it; and if there should surround it it will be very hot. CRUSHER See BEARER OR CRUCIBLE CUTTING MACHINE CUTTER See BEARER OR CRUCIBLE CUTTER-STEAMER See FERROUS CUPOLA CURD-KNIVES See DAINTY APPARATUS. CU-LOFF: See ENGLISH STEAM STATIONARY RECOGNOITING. DAINTY APPARATUS. The following list comprises all apparatus and supplies necessary for the firing up of a dairv factory for the manufacture of cheese and butter, receiving milk of about 450 cows: steam-boiler, 4 horse-power, and fittings, 2 foot-galvanic cell, 14 chrome-pressure screws, 20 inches long, 1 inch diameter, 1 millimeter (can to vat), 1 cutt- knife, 18 blades, 20 inches long, 1 cutt-knife, incidental blades, 8 x 20 inches. 1 set hoisting-crane coatings, 1 set hoisting-crane coatings, 1 set stamp-plates, for dating cheeses, 1 set stamp-plates, paste, sponge, and brush, large plate, large plate, large plate, thermostats, A diagram showing various components of a dairying factory apparatus. DAIRY APPARATUS. 439 1 whisker scoop. 1 cheese-crier. 1 steam-engine, 4 horse-power. 1 gate-valve, with cover, with follower. 18 inches diameter. 1 standard scale, 240 lbs. weights-of, 60 gallons, large faucet. 1 bucket. 1 bee-pail. 1 heated-melting-plate. 2 round jars, 15 gallons. 1 faucet. set of milk-testing instruments. 1 cord-mill. one set of cups for curd-dish. 1 dipion, with valve and faucet. Milk is delivered at the dairy in cans, of which there are several varieties in use. They are made either of iron or of tin, and the capacity varies from 15 to 80 gallons. For the purpose of making butter we need in order to allow the "animal odor" of the milk to escape, so that the milk will not become tainted. Undoubtedly, if milk from cows in abnormal conditions is to be transported without loss of flavor, it must be kept in a state of perfect health. This has been demonstrated by Haydon's method of making butter, where every favorable condition is presented to injure the milk. If one can keep the milk in such a condition that it will not be injured when mixed with one from cow in an abnormal condition might be mixed with the rest of the milk, ventilated cans can A diagram showing a milk chiller with a fan and a thermometer on top. are of great value, and their more general use is desirable. The simplest ventilator is one invented by L. B. Arnold, and repor- ted in "The Dairyman." It consists of a box having a perforated bottom and sides, with a cover on the cover of a can, and soldering over the aperture a piece of canvas or cloth, or of wire cloth, giving the latter a modi- fied form. The air passes through the holes in the bottom into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into the can, and is forced out through the holes in the sides. The air is thus forced into A diagram showing a milk chiller with a fan and a thermometer on top. is used for cooling purposes. A complete set consists of four pans, with wooden walls containing them; and the framework on which they stand together with their supply water-pipes; skimmer; etc.; also all A diagram showing a milk chiller with a fan and a thermometer on top. is used for cooling purposes. A complete set consists of four pans, with wooden walls containing them; and the framework on which they stand together with their supply water-pipes; skimmer; etc.; also all 440 DAIRY APPARATUS. spouts necessary to operate them. The water is first passed through the centre of the milk and near the surface, after which it surrounds the pan completely, always standing higher than the milk, to prevent the formation of cream. The size of the milk-pan varies; some hold 8 gallons, others 9 gallons of milk at a time. A diagram showing three milk pans with spouts. Another method of setting milk for cream is by means of shallow pans, of which there are a great many varieties in use. The Orange County milk-pan is shown in Fig. 568, and a section of the pan in Fig. 569, from A diagram showing a cross-section of an Orange County milk pan. which it will be seen that $A$ represents the milk-pan, which is made of tin. The water-vat $B$ is made from galvanized sheet-iron. The patent water-regulator $C$ is a hollow tube that can be raised or lowered at pleasure. The situation of the top of this regulator determines the depth of A diagram showing a water-regulator on a milk pan. the water in the vat. The water rises in the vat around the milk-pan to the top of the regulator, then passes down through it into the pipe $F$, and is conducted off. With this device the temperature is per- fectly controlled, as the water-vat $B$ is connected with a movable board-bottom in the rack, and between this board-bottom and the metal water-vat is put a waterproof lining, so that when the water-vat is filled with cold water, the foam coming in contact with the bottom of the vat, thereby lowering all the cooling properties of the water to be used upon and to control the temperature of the milk. At each end of the rack are two spouts, one for each side of the pan, and when desired, the water passes off down through the regulator pipe. The Orange County milk pan A diagram showing a double rack with spouts. is made in double racks also, as shown in Fig. 571. When so arranged, the upper pan is reached by means of a movable platform, which is kept under the rack, and, when wanted, is drawn out. By use of the double rack set for 30 cows can be used in a room 8 x 10 feet. The internal pan is represented in Fig. 569. The illustration shows the pan fitted with steam DAIRY APPARATUS. 441 separation, so that the temperature of the milk may be held at pleasure. If the " scalding process" for raising cream be adopted, the attachments to this pan render it very applicable for such object; or if the ordinary process be employed, the cold-water pipes connected with the pan adapt it to that purpose. In Fig. 968, pipe A is for the warm-supply, B for the warm-water pipe, C on the other side is placed a thermometer for regulating the hot and cold water. For conveying of milk into butter, see CURRAN.] Butter-Workers.—The common wooden bowl and ladles are still in use in small dairies for working butter, and are undoubtedly the best for the manufacture of butter. The common wooden butter-knife is an extensive manufacture, though, other devices become more popular. A wooden butter-knife. A wooden butter-knife. An improved butter-worker is shown in Fig. 969. It consists of an ordinary buttermill attached to a stand, which can be raised and lowered by means of a lever. A ladle is attached to a lever over the bowl, which can be raised and lowered up and down, from one side of the bowl to the other, and also from one end of the bowl to the other. The " butter-worker's" butter-worker" is shown in Fig. 964. It consists of a tray and a roller with paddles, which are turned by a handle from one end of the tray to the other. The roller can be readily removed from the tray, and is suitable for weighing and printing off. Butter-workers are either packed in firkins, in half firkins, in kegs, and in pails. The best fiskins and kegs are made of white oak, heavily hooped with iron hoops. An improved form of butter-pan and cooler is shown in Fig. 965. It is made of white cedar, and bound with galvanized iron or brass hoops. Within the pan is fitted a tin cooler, having a cover which can be lifted off. On this cover is a shelf for holding the butter, with two shelves for supporting the butter (plain butter); it is used without shelves for roll butter. CHEESE-MAKING.—Cheese-Vats.—Quite a variety of cheese-vats are in use, but as they are built mostly alike, a description of the most prominent ones will give all that is necessary. They all consist of three parts: (1) The vat itself; (2) The cover; (3) The engine. The vat is usually constructed in a wooden envelope, leaving a space between the two for steam or water, or to heat or cool the vat when required. The cover is usually made of wood or metal, and has a hinged door on each side. Fig. 965 represents a cheese-vat and engine complete. The vat has a capacity of 600 gallons. The wooden envelope, or vat, is generally made of well-seasoned pine. The tin for the inner vat is A cheese-vat with an engine. A cheese-vat with an engine. 442 **DAMPER.** A diagram showing a damper in operation. The upper part is a vertical cylinder with a horizontal crossbar at the top. The lower part is a rectangular box with a horizontal crossbar across the top. The damper is inserted into the opening between the two parts. *Description:* A damper is a device used to control the flow of air or gas through a pipe or duct. It consists of a cylindrical or rectangular box with a horizontal crossbar across the top. The damper is inserted into the opening between the two parts. **Imported expressly for this pur-** *Purpose:* They vary in size from 18 to 14 inches in diameter, from 5 to 32 feet wide, and 19 inches deep. *Usage:* In small ornamental and domestic use, the word "damper" is often used. *Description:* These are used for warming milk and heating water, and for other purposes. After trying them all, that "throwing steam directly un- derneath the fire," by means of which the heat of the vate is most convenient, and was found to be very useful, but is most difficult to control. *Usage:* It is probably the proper method for heating, and will probably be used more than any other large ornamental Chord-Knives—in Fig. 967 are shown a number of perpendicu- lar knives, both lengthwise and crosswise, and then with the horizontal knife. A diagram showing a chord-knife. The chord-knife is a long, thin knife with a sharp edge on one side and a smooth surface on the other side. The knife is placed vertically in the center of the frame, with the sharp edge facing upwards. The smooth surface is on the outside of the frame. *Description:* A chord-knife is a long, thin knife with a sharp edge on one side and a smooth surface on the other side. It is placed vertically in the center of the frame, with the sharp edge facing upwards. Card-mills are usually placed over the vats, so that when the card is ground it falls into the latter. The object is to disintegrate the card, so that it may be more equally salted. A diagram showing a card-mill. The card-mill consists of a rectangular box with a horizontal crossbar across the top. Inside the box, there are several small holes arranged in a circular pattern around the center. The card is fed into one end of the box, and emerges from another end as fine powder. *Description:* A card-mill is a machine used to grind card into fine powder. It consists of a rectangular box with a horizontal crossbar across the top. Inside the box, there are several small holes arranged in a circular pattern around the center. The card is fed into one end of the box, and emerges from another end as fine powder. 968. A diagram showing a damper in operation. The upper part is a vertical cylinder with a horizontal crossbar at the top. The lower part is a rectangular box with a horizontal crossbar across the top. The damper is inserted into the opening between the two parts. *Description:* This piece is constructed horizontally, and the chine is pressed in gangs from 1 to 12 in each part of its circumference, as shown in the figure. In Fig. 969, A is a hoop; B, the side of the hoop; C, an iron bar; D, an iron bar; E, an iron bar, also representing the perforated portion seen below the hoop; F, an iron bar; G, an iron bar; H, an iron bar which is for holding up the board; I, an iron bar which is for holding up the board; J, an iron bar which is for holding up the board; K, an iron bar which is for holding up the board; L, an iron bar which is for holding up the board; M, an iron bar which is for holding up the board; N, an iron bar which is for holding up the board; O, an iron bar which is for holding up the board; P, an iron bar which is for holding up the board; Q, an iron bar which is for holding up the board; R, an iron bar which is for holding up the board; S, an iron bar which is for holding up the board; T, an iron bar which is for holding up the board; U, an iron bar which is for holding up the board; V, an iron bar which is for holding up the board; W, an iron bar which is for holding up the board; X, an iron bar which is for holding up the board; Y, an iron bar which is for holding up the board; Z, an iron bar which is for holding up the board; AA, an iron bar which is for holding up the board; BB, an iron bar which is for holding up the board; CC, an iron bar which is for holding up the board; DD, an iron bar which is for holding up the board; EE, an iron bar which is for holding up the board; FF, an iron bar which is for holding up the board; GG, an iron bar which is for holding up the board; HH, an iron bar which is for holding up the board; II, an iron bar which is for holding up the board; JJ, an iron bar which is for holding up the board; KK, an iron bar which is for holding up the board; LL, an iron bar which is for holding up the board; MM, an iron bar which is for holding up the board; NN, an iron bar which is for holding up the board; OO, an iron bar which is for holding up the board; PP, an iron bar which is for holding up DIAMOND. 443 Table showing Size of Dampers to Steam-Bottles with different Heights of Chimney. (From Box on Head.)
SIZE OF THE BOTTLE INCHES. 40 50 60 70 80 90
SQUARE INCHES OF CAPACITY PER BOTTLE-POWDER. 17.4 14.2 12.4 11.0 10.0 9.0
SQUARE POWER OF THE BOTTLES. 973
Fig. 973 represents an improved form of damper-regulator, in which the lever B is the continuation, simile to the steam-pipe C, of the higher end of the pipe A, the lower end of which is in the metal receivers F, and all in connection with the valves in the collar A. The action is as follows: With a moderate fire, the damper is closed, and the air-pipes open wide, so that the boiler B remains at or near the boiling-point, and the valves remain closed; but as soon as the volume of heat is materially increased, steam is generated, which expands and forces the valves open, allowing the air-pipes C into the lower metal receivers F, and thus admitting a current of cold air into the boiler B, which is proportionate to the increase of temperature. Any further increase in the volume of heat passing into the smoke-pipe D causes a corresponding increase in the weight of water into the receiver, opening the air-valves wider, and reducing the force of the draft; and when this point has been reached, as soon as the fire is checked and the smokepipe closed, the water pressure falls off again, and closes the valves, reversing the action. DAMN. See DAMMEN. BREATHING. See BREATHING. DERRICK. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. DERRICKS. See DERRICKS AND DERRICKS. Derricks. See Derricks and derricks. Diamonds. The diamond is the hardest substance in nature; and, in common with some other crystalline bodies, it is harder at its natural angles and edges, and also at the natural cost or skin of its surface than at any other angle or position; but no two particular hardnesses is probably altogether due to its highly crystalline form, as by analysis the diameters of crystals are found to vary considerably from each other; for instance, one crystal may be very hard at one place, while another is very soft at another place; but even if we suppose that all crystals have exactly equal hardness throughout their whole extent, yet they are certainly twisted and constricted; and the irregular octahedrons with round facets are thus proper for plumbars diamonds. The diamond is a very rare mineral; it is usually found in veins of white streaky quartz glass with bituminous clay and almost without causing any sound, is that which produces the effective sound when struck with a hammer; but when cut into thin plates and polished, it assumes a lustrous appearance like glass, when the extremities of the sheet are bent with the finger or opposite slipper. The following figures represent, say two or three times magnified, the forms of diamonds that would be produced by cutting a crystal of diamond in various directions parallel to those nearest to the respective shapes as they can be found, either among imperfect diamonds, or from fragments cut off from larger crystals; these figures are drawn from specimens obtained under a power known as diamond lustre. The diamonds are mostly found in loose pieces by first drilling a shallow hole for the insertion of a small rod through which a wire is passed to hold them together until they are separated around them with the blow-pipe; but placing them in annealed brass is preferred. When diamond dust has been obtained from such sources as described above, it is best mixed with fine powdered silver applied upon metal plates and tools of various forms, which serve as velvets and into which the particles of diamond powder are imbedded, either by slight blows of the hammer or by simple pressure. A table showing sizes of dampers for steam-bottles with different heights of chimney.
SIZE OF THE BOTTLE INCHES. 40 50 60 70 80 90
SQUARE INCHES OF CAPACITY PER BOTTLE-POWDER. 17.4 14.2 12.4 11.0 10.0 9.0
SQUARE POWER OF THE BOTTLES. 973
A diagram showing how a damper-regulator works. The following figures represent, say two or three times magnified, the forms of diamonds that would be produced by cutting a crystal of diamond in various directions parallel to those nearest to the respective shapes as they can be found, either among imperfect diamonds, or from fragments cut off from larger crystals; these figures are drawn from specimens obtained under a power known as diamond lustre. The diamonds are mostly found in loose pieces by first drilling a shallow hole for the insertion of a small rod through which a wire is passed to hold them together until they are separated around them with the blow-pipe; but placing them in annealed brass is preferred. When diamond dust has been obtained from such sources as described above, it is best mixed with fine powdered silver applied upon metal plates and tools of various forms, which serve as velvets and into which the particles of diamond powder are imbedded, either by slight blows of the hammer or by simple pressure. Google 444 **DIAMOND.** In the construction of jeweled holes, and in similar works, the rubies and sapphires, although sometimes split, are more commonly split with a plate of iron 3 or 4 inches in diameter, mounted on a lathe, and driven into the stone by means of a screw. The plate is made of thin sheet metal, one at a time on a flat plate of copper (generally a penny piece), mounted on the lathe, and into the center of which is driven a steel point, to which is attached a screw, by which the plate may be driven into the stone. The plate is then removed from the stone, and the point driven into the center of the stone, and the stone is then driven out of the plate in the same manner as before. A similar plate with finely washed diamond powder is used for polishing them. The rubies are afterward connected with shellac, on the end of a small brass brace, turned circular on their edges, and fastened to a wooden handle, so that they may be held in any position required. On their respective faces, the turning tool being a fragment or splinter of diamond, fixed in a brass wire. A diagram showing the construction of a diamond hole saw. *Fig. 973.* represents the flat view and the edge view of such a tool, but of the form more usually selected for turning hardened steel vit, an eye-shaped diamond split in two, the circular end being made smaller than the other end. The cutting edge is formed by a single crystal of diamond. The surface surfaces of the rubies are polished with coarse grinders of the same species, the first of copper, and then with fine emery paper. The diamonds used for this purpose are obtained principally from Holland, from the men who cut diamonds for jewelry, as art which is much similarly followed in that country than elsewhere. The watch jewellers wash this powder in oil, after the same manner as described in connection with the preparation of gold dust. In drilling the rubies, they are checked by their edges, and a rimstone of diamond also mounted in wire is used to hold them in place while they are being drilled. The diamond is ground down to reduce it to the shape of $r$, and from the crystalline nature of the stone, some facets or angles always remain uncut. These facets are then ground off with a file or burr, and finally polished over again, from each side, and are afterward polished with a conical steel wire filed with diamond powder. In producing either very small or very deep holes, a fine steel wire $d$, is used, with diam-ond powder $e$ applied to it. This wire is passed through the stone until it has been reduced to which the steel wire can be reduced. In drilling larger holes in china and glass, triangular fragments of dia-mond are used instead of $d$, and these are inserted in a small brass tube $f$, which is held in place by shellac. Another common practice of glass and china stones is to select a tolerably square stone, and mount it as $g$, so that its long axis shall be parallel to the direction of drilling. This is done by holding it very come very thin, and by the pressure to embrace the stone by the portions intermediate between its angles. The stone is from time to time released by the wearing away of the metal, but those work- men do not use any lubricant whatever. It is only when they have become accustomed to it, is proved by the drilling sum charged for repairing articles, even when many of the sections have been broken away. A similar diamond drill mounted in brass has been used, with the ordinary drill-bowl and broach-plug $h$. This drill was found to be very useful for drilling holes in glass and china; but in glass no material difficulty was experienced, although the stone appeared to be as cleanly held. For larger holes, metal tubes such as $k$, laid with diamond powder $l$, are used; they grind out as numberless small chips as they pass through them. These tubes are made of brass or copper not be thus used for glass, marble, and various other substances. The same mode has been adopted for cutting out large pieces from hard materials. At $a$ is represented the conical diamond used as engravers for the purpose of etching, either by hand or by machine. The diamond is mounted on a brass collar $b$, which fits into a hole in a flat plate $c$. Conical diamonds are termed in a lathe by a fragment of another diamond, the outside knife or an angle being used; but the tool suffers almost as much abrasion as the conical point, from their nearly equal hardness; hence it is generally employed only for engraving purposes where no great accuracy is required. To conclude the section of this diamond tool, $a$ show I side and rear views of a splicer suitable for use with glass or china stones. The splicer consists essentially of two plates fitted together so that when they are pressed against each other they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that they will not slip apart; but when they are forced together so that **Diamond Cutting:** -of-the forms into which the rough diamond is cut, the *Acres*, Fig. 974., dis- plays three different forms into which rough diamonds may be cut. The first form consists of two round pyramids united together by one common base, the upper pyramid being much more truncated than the lower. In this form one half of this pyramid is divided into four by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this form all four sides of each pyramid have been cut off by lines parallel to $a$ is shown in Fig. 975., shows how this form may be cut from rough diamonds having an octagonal outline. The second form is called *the wheel*. In this forma DIAMOND. 445 Less form good brilliancy. There are able diamonds, which are flat and have little lustre, and bad diamonds, or those of mixed shape. In Fig. 976 is represented an enlarged section of the rough gem, showing the grain, along which it may be polished. The diamond is so hard that it cannot be broken by any ordinary tool, but only by the fact that there are no-walled knobs, which cause a conical hole instead of a straight clean fracture. The first process is termed "dressing." On a small table in front of the workman is a box divided into two compartments, the favourable containing a second tray for the reception of choice. The other division is made deeper and has a false bottom, being finely perforated. The diamond is inserted in this compartment, and then the stone is turned over and over again, until it has been dressed to a state that has already been operated upon in fashioning in a second similar manner. With the aid of each hand, the workman holds the stone in his left hand, while with the right he taps the shanks of his tools against two perpendicular projections on the edge of the box before him. Applying one diamond to the rough gem, with a quick grinding motion he rapidly cuts a notch in the latter, exactly like a saw cutting through wood. This notch is called a "cutter," and it may be used for the consumption skill which enables a man to pick up a tiny fragment, glance at it once, and instantly determine whether it is worth polishing or not. The cutter is placed on the surface; to make up his mind exactly what microscopic piece must be removed, their size, and how they must be cut off to produce the best effect. In order to do this, he must look at them pro- due the best colour. Finding the suitable containing the gem upright before him, the operator places one of his knaves directly over the cliff. The knife used is nothing more than a piece of steel, partly sharpened on one side and partly blunt on the other. It is held in such a way that if it were keen, the band stone would quickly turn the edge. Tapping the back of the blade lightly with his finger will show whether it is sharp or not. The knife is then placed on top of the cutter. The cutter employs the same form of box as that used by the clever, and the diamonds are fast- ened by means of a screw which can be adjusted to suit each individual diamond. The stone to be cut out is held in its setting firmly in the left hand, while the cutting piece is moved by the right. Both hands are of course affected by the mutual abrasion, but the attention of the workman is directed towards his object. When he has finished dressing one stone he takes another or angles calculated; the eye is the only guide, and it seems to be a faultless one. As soon as he has finished dressing all stones in one compartment he takes another compartment. No. 10, in turn, cut by No. 3; this by No. 4, and so on. At this stage the gems present no different appearance from those which have been dressed by hand. The machine now comes into play with considerable force, the workman being obliged to protect his hands by thick coatings against the rubbing action of the tool. An ingenious machine for automatically accomplishing this work was established at London in 1850 by Mr. J. H. Boulton & Co., Ltd., who have since built one which is considered as a recutting crank-rod. The cutting diamond is secured in an adjustable red which has an adjustable arm which can be raised or lowered according to circumstances. A feed rod provides a feed provided, whereby the diamond be not too far or too close to the cutting diamond. This machine can dress about 100 diamonds per hour. The diamonds are next set to prepare for polishing. The drop in which the gem is embedded is a copper cup about 14 inch in diameter, provided with a stem of stout wire at one end metal, and filled with water to within 2 inches of its top. The water is kept boiling during dressing. When the solder becomes plastic, the diamond is inserted. The polishers are seated behind long tables on which they can move freely from side to side without disturbing each other's work. The stones which resolve in friction-station steps at the rate of 2,000 turns a minute. The dials or slates are circular plates of glass about 12 inches in diameter and 1 inch thick; they revolve round an angle from centre to circumference, so as to hold all diamonds-dust used in polishing opera- tion. Three diamonds sit as above described; they ground at once by each polisher. The stem of each polisher rests on a circular plate of glass about 12 inches in diameter and 1 inch thick or high. Two-thirds of the ground dust off in cutting is allowed to fall on each diamond, and this allows sufficient time for each polisher to polish it thoroughly; but this requires wonderful accuracy, in order that exactly the proper facet be ground and no more; for too slight makes it appear too bright; too much makes it appear too dark; and finally it is in such a state that he tells by pressing on the stem of the drop exactly whether it be true against the above or not; and by his fingers adjusts the stone over increasibly minute angles and distances. Industrial Utilization of The Carbon—carbide, or black diamond, is used to polish edges or face 446 **DIAMOND TOOLS.** tools for drilling, reaming, sawing, planing, turning, shaping, carving, engraving, and dressing flat, grindstones, whetstones, emery, corundum, or tripoli wheels, iodium, nickel, enamel, crystals, glass, porcelain, china, steel hardened or otherwise, chilled iron, copper, and other metals. (See Text below,) and Round Cone's Dictionary.) Of the two approximate sizes of the various forms in | | | |---|---| | 1 | 2 | | 3 | 4 | | 5 | 6 | | 7 | 8 | | 9 | 10 | | 11 | 12 | | 13 | 14 | | 15 | 16 | | 17 | 18 | | 19 | 20 | | 21 | 22 | | 23 | 24 | | 25 | 26 | which points or carbons are ground. Points No. 1, 2, and 3 are shaped carbons used for working and finishing purposes. Point No. 4 is a diamond point with a cutting angle of about $60^\circ$, used for dividing on metal or for turning out screw-crevasse, etc. No. 5 is a diamond hollow- carved point used for grinding and polishing purposes. Points Nos. 6 to 10 are diamond points used in various positions for marking or working stone. No. 7 is a diamond chisel-point for turn- ing metal. No. 8 is a carbon drill-bit-faced parallelism for obtaining combination drills for stones. No. 9 is a carbon triangular prism for filing or edging ring or cylinder drills, saws, files, etc., and for making holes in wood and metal. No. 10 is similar to No. 8. No. 11 is a carbon trunated prism for facing or edging ring or cylinder drills, saws, files, etc., and for making holes in wood and metal. No. 12 is a carbon triangular prism for filing or edging ring or cylinder drills, saws, files, etc., and for making holes in wood and metal. No. 13 is a car- bon reamer for stone, etc. No. 14 is a carbon block, used for the same purpose as No. 12. No. 15 is a diamond point used for grinding and polishing purposes. No. 16 is a diamond point for the same as Nos. 10 and 12. No. 20 is a pyramidal diamond-point. No. 21 is a diamond point used for the same as Nos. 8 and 9. No. 22 is a diamond point used for the same as Nos. 20 and 21. No. 23 is a diamond point used for the same as Nos. 8 and 9. No. 24 is a dia- mond chisel-point. No. 25 is a diamond double-inclined plane wedge. No. 26 is a carbon quadrat- gular wedge used for grinding and polishing purposes. The size of the points varies from one-eighth inch to one-inch diameter points or carbons range in size from one- sixteenth to ten eighths each in length equal to four inches. **DIAMOND TOOLS** See DIAMONDS; Rock Drillers; and Stone-Washing Machinery. DIES DIFFERENTIAL PULLEY. DIFFERENTIAL PULLEY A machine device for obtaining great pressure through the pro- longed action of a small amount of power. Two screw threads of different degrees of inclination are formed upon the same spindle, A B, Fig. VIT; the spindle itself passing through two nuts, one of A diagram showing two screws with different angles of inclination. which $E$ is part of a solid frame along a groove in which the other $D$ slides. Let the numbers $2$ and $4$ represent the pitches of the screws at $A$ and $B$. Then, upon turning $A$ round once, the nut $D$ is carried forward through a space $5$, and is brought back again through a space $4$; it therefore ad- vances through spaces $5$ and $4$, respectively. DIFFERENTIAL TACKLE See Blocks. DISTILLING APPARATUS The vessel used for generating the vapor in distillation; if of large size, called a still. Distillation is carried on by the chemist is usually by means of reboiler. A diagram showing a still with reboiler. DISTILLING APPARATUS. 447 and the vessel that receives the distilled matter is called a receiver ; this is perhaps the most simple method of distilling. The distillation of coal in the manufacture of illuminating gas is conducted in continuous retorts, and is an example of this form of distillation. In the manufacture of spirits, however, the process is different. In the first place, it is essential to the formation of spirits in sugar, and it is sometimes used directly, as when malasses (the sugar-liquor) is boiled with water, and the spirit is obtained by distillation. In the second place, it is necessary to convert certain vegetable ingredients into alcohol, the other part of which must be separated from the alcohol by some means. This is done by fermentation, and it is evident that this process requires a long time, which is essential to the formation of spirits in sugar, and it is sometimes used directly, as when malasses (the sugar-liquor) is boiled with water, and the spirit is obtained by distillation. In the second place, it is necessary to convert certain vegetable ingredients into alcohol, the other part of which must be separated from the alcohol by some means. This is done by fermentation, and it is evident that this process requires a long time, which is essential to the formation of spirits in sugar, and it is sometimes used directly, as when malasses (the sugar-liquor) is boiled with water, and the spirit is obtained by distillation. In the second place, it is necessary to convert certain vegetable ingredients into alcohol, the other part of which must be separated from the alcohol by some means. This is done by fermentation, and it is evident that this process requires a long time, which is essential to the formation of spirits in sugar, and it is sometimes used directly, as when malasses (the sugar-liquor) is boiled with water, and the spirit is obtained by distillation. For this latter purpose, the various grains are subjected to fermentation in large vessels called mash-toms. These vessels are made of wood or metal, and contain about 300 gallons of water in each. In this way the mash is obtained, which is run into the fermenting vat, where it ferments for from 6 to 12 days, the term varying with the mass of liquid and the temperature of the atmosphere. During this time a considerable amount of heat is evolved; at its maximum, the wash is drawn into the still and subjected to heat. By this means the more volatile substances pass over first, while those which yield less volatile products remain behind. In general, the wash is first subjected to distillation from which a weak spirit is obtained; after this comes a wash from which proof spirits are obtained; the stronger spirits being the most volatile are first to pass over. Of stills there is almost an endless variety, differing not in essential principles but in detail. We have here described one very improved still, that invented by Corry, and afterwards much simplified by Mauro. Shaws & Sons. Fig. VII. A representation of this still. A is the body of the still, into which the wash is put; B are three plates on which steam passes; C are three plates on which condensation takes place; D are two plates on which condensation takes place; E are two plates on which condensation takes place; F are two plates on which condensation takes place; G are two plates on which condensation takes place; H are two plates on which condensation takes place; I are two plates on which condensation takes place; J are two plates on which condensation takes place; K are two plates on which condensation takes place; L are two plates on which condensation takes place; M are two plates on which condensation takes place; N are two plates on which condensation takes place; O are two plates on which condensation takes place; P are two plates on which condensation takes place; Q are two plates on which condensation takes place; R are two plates on which condensation takes place; S are two plates on which condensation takes place; T are two plates on which condensation takes place; U are two plates on which condensation takes place; V are two plates on which condensation takes place; W are two plates on which condensation takes place; X are two plates on which condensation takes place; Y are two plates on which condensation takes place; Z are two plates on which condensation takes place. The wash is put into plate A ; steam passes through plate B ; steam passes through plate C ; steam passes through plate D ; steam passes through plate E ; steam passes through plate F ; steam passes through plate G ; steam passes through plate H ; steam passes through plate I ; steam passes through plate J ; steam passes through plate K ; steam passes through plate L ; steam passes through plate M ; steam passes through plate N ; steam passes through plate O ; steam passes through plate P ; steam passes through plate Q ; steam passes through plate R ; steam passes through plate S ; steam passes through plate T ; steam passes through plate U ; steam passes through plate V ; steam passes through plate W ; steam passes through plate X ; steam passes through plate Y ; steam passes through plate Z. The wash then proceeds to plate A again, where another portion of water evaporates and leaves a much purer spirit to encounter the increased coals at the third plate C. Here the last separation takes place between pure spirit and water. The pure spirit now flows out at point A', where it falls back condensed, and only a very strong spirit passes over in the gooseneck. By means of the F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F'F' ![Diagram](image) 448 448 **DISTILLING APPARATUS.** The form of the pipe $L$, into which the spirit runs from the worm, causes it to be filled shortly after the still commences working; while the other branch pipe $K$ runs to some height, then returns, and is connected with the worm, so that the spirit may run down into it. The gas from the still escapes by this pipe through the water, as the pressure can be but trifling. It is held that, by means of this gas apparatus, the distillation proceeds in a partial vacuum, and that thereby there is a great economy in fuel. As the spirit enters the worm at so much lower a temperature than in the old stills so much water is not required to cool the spirit vapor so would be otherwise. A spirit still of this kind has been constructed by Mr. H. W. Boulton, yielding a spirit on an average of 35 per cent. over proof; which, for rum, is considered the most advantageous strength to run at. Fig. 901 represents a modification of the same kind of still, being the addition of the common still $A$ to the patent still $B$. In this case the contents of $B$ are drawn down from time to time into $A$, and these are then distilled in $A$. The steam is condensed in $C$, and the liquid thus obtained is sent back into $B$ as a second distillation. It is stated that, by the general adaptation and arrangement, a very large quantity of fine spirit is produced from a small quantity of raw spirit. In Fig. 901 is represented Decarne's still. It consists of two boilers, $A$ & $C$ : a first rectifierium, $B$ ; a second rectifierium, $D$ ; a wine-heater, $E$, containing a dephlegmatore; a condenser, $F$ ; a super-rectifierium, $G$ ; and a receiver, $H$. The super-rectifierium is worked by means of a floating ball. The still is worked in the following manner: The boilers are about two-thirds filled with water; and when they have reached their full heat, they are filled with spirit by means of a pipe leading from the reservoir of spirit to them. The proper quantity is indicated by the glass gauge $d$. Wine from the reservoir of spirit is let into the funnel $e$, and passes through the dephlegmatore into the wine-heater $E$. The dephlegmatore is heated by hot low-water vapors passing from the lower into the upper boiler through the pipe $b$, the expansion of which is induced and performed with small holes. Here the vapors are condensed, becoming liquid water, which flows into the receiver $H$. The vapors ascend into the rectifierium $d$ and $c$. The lower rectifierium, $R$, contains a number of small lead pots (or vessels) in which are placed pieces of charcoal. These pots are arranged in such a way that all of them are filled with water except one pot only at any one time. When this pot becomes full of water it is removed from under those above it, and its place taken by another pot. By this means the vapors ascending from the upper boiler have their more watery portions absorbed by charcoal; and these vapors continue to ascend. The dripping water also has a portion of its alcohol expelled in the form of steam; and this steam passes out again from below into the upper rectifierium through the orifice $O$ in its bottom. This upper rectifierium communicates with the lower rectifierium through an orifice in its bottom. From here it passes through a tube into another vessel called a dephlegmatore, where it is cooled by cold water, which is furnished with an alcoholometer. The alcohol in $N$ flows from its upper part into the detector $P$, and from there up to a receiver having no bottom; and from this receiver it goes to another vessel called a dephlegmatore. To each of these vessels on the upper side of the partition is attached a short open vertical tube. A short distance above each tube is placed an inverted pan, having its edge elevated above three-fourths of an A diagram showing a distilling apparatus. 1 DISTILLING APPARATUS. 449 Inch below the level of the upper orifice of the tube. As the vapor ascends from the lower rectifi- cator and passes through the tube of the condenser, it cools and condenses at the bottom of the upper compart- ment, until it rises slightly above the edges of the inverted pan and nearly to the upper orifices of the tubes. When this takes place the vapor can only pass upward by forcing its way under the tube, which is then filled with liquid. The liquid in the tube is thus forced into the upper orifices of the tubes, where it becomes a liquid vapor, having a higher tension, retaining its gaseous form, and passing on through the tube to the upper orifices of the lower rectifier. The liquid vapor in the lower orifices of the tubes is thus forced to pass past the wine surrounding the worm. A phlegma collects in the lower convectionals, which may be removed by means of a pipe connected with a tap valve. This phlegma is then passed into a co- mmun upper rectifierator. The purest alcoholic vapors which rise pass through the duphagomator into the condensing-worm in the container $X$, whence they flow in liquid form into the vessel $Y$, and are conveyed to a receiver $Z$. The number of times that these vapors are passed through the number of windings of the duphagomator, and the number of partitions in the upper rectifierator. Dewar's still requires but little fuel, distills rapidly, and yields a good spirit, which may be varied in strength according to circumstances. In cases where only one strength is required, it is possible that a spirit- is of only one strength is required, be replaced by a simplification of it, derived by Langton. In Fig. 935 is represented the Saville still in Syrjänen & Co.'s great spirit and yeast manufacture at Malmø. It consists of two vessels, one containing 1000 gallons of water and 1000 gallons each of barley, rye, and corn, mixed in equal proportions. The first condition is essentially obtained by the swift passage downward of the material sub- jected to distillation. Having to travel, in passing through the apparatus, 410 feet, it accomplishes the purpose of being heated by its own weight. The second condition is also easily secured that with so rapid a movement interior stoppages are nearly impossible. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. A diagram showing a distilling apparatus. 450 DITCHER. Each section of the distillation column is provided with five humane observation tubes, which allow of an examination of the interior without interruption of the working. The second condition, which relates to the separation of the liquid, is well fulfilled. The liquid subjected to distillation, which, as above mentioned, is contained in the vessel $A$, is heated by steam, which passes through the tube $B$ into the steam-warmers $C$, and thence to the steam, which carries with it the alcohol formed. The intimate commingling of steam and liquid to be distilled is prevented by the steam-regulator $P$, which prevents the steam from entering the latter. Besides this, the operation of distillation is insured by the perpugnous warming apparatus pro- vided with large heating surfaces, which utilise the heat lost by the mass of alcohol steam eman- ing from the column. In order that all these conditions may be fully complied with during the whole time of the working, it is necessary that a complete separation of the alcohol should take place regularly, and that no portion of it should remain in the liquid after its separation has been effected. This result is assured by the steam-regulator, which maintains constant working conditions. Every- thing has been done to facilitate this separation. The steam-regulator is placed so as to come in direct con- tact with the steam. The disposition described induces an energetic separation of the masses of the material to be distilled, facilitates the departure of the subsidiary products, gives a working energy of 3000-4000 litres per hour, and allows of a continuous working for 24 hours without any loss of the material without any cleaning being needed. The material to be distilled is conveyed from the feeding-pipe $m$ into the alcohol-warmer $C$, which, as above stated, transmits to it the heat lost by the column below, thereby partially condens- ing the alcohol vapor. The alcohol vapor thus condensed is conveyed by means of a pipe $n$ into one of the rectangular copper distillation columns $A$, which is composed of 25 rectangular sections, bound together by cast-iron clamps, and supported on a framework of iron. In this column the distillation and gradual separation of the alcohol takes place. The alcohol vapor is conveyed by means of pipes in this layer traversed in every direction by the steam brought in by the pipe $s$, and the inclusion of which causes a partial condensation of the alcohol vapor. The temperature at which this conden- sation is maintained by this latter, and the feeding is regulated by the screw adjustment cock $k$. The foam-breaker $d$ serves to separate from the alcohol vapor any solid matter which might have passed into it. The alcohol vapor passing into the alcohol-warmer $C$ is conveyed by means of a pipe $o$ into the alco- holic vapor passing to the alcohol-warmer. The tubular cooler $D$, arranged in compartmenten- tions, receives cold water from the reservoir $F$ by the pipe $p$, and communicates with the graduated gauge and discharge-pipe $q$. The alcohol vapor coming out of this cooler is conveyed by means of a pipe $r$ accomplished in the condenser or alcohol-warmer, is finished in the cooler $D$. The large cylinder ($b$) next to this cooler contains a graduated gauge for measuring quantities of alcohol. The outlet of residual products; $j$ is the delivery-pipe of the regulator $P$; $A$ and $f$ are tubes which carry the alco- hol from this cylinder into a tank for storage and alcohol-warmer; $i$ is the return-pipe from the foam-breaker to the column, and a air pipe for the alcohol-warmer. DITCHER. See AGRICULTURAL MACHINERY. DIVIDING MACHINE. An apparatus used for making gradations of, or dividing ar- monial, geometrical, or other mathematical instruments, enabling the same to be accomplished auto- matically, and with great exactness. Figs. 863, 864, and 865 represent the dividing machine used in the United States Patent Office for making automatics by Mr. Joseph Barton. The machinery for rendering the dividing machine automatic consists of a brass wheel $A$, about 20 inches in diameter, mounted on the axis $R$, Fig. 865. One of the arms of this wheel $A$ has a slid A diagram showing a dividing machine. 451 Google DIVIDING MACHINE. 451 sending form near the centre of the rim; in this it is fixed the crank-pin so that it can be placed at any required distance from the centre. On the edge of the wheel is turned a groove, in which runs a rod for driving the wheel. On the other end of the axis is fixed the wheel $C$, which is geared with the wheel $D$ on the other side of the crank-pin. The wheel $D$ is also geared with another shaft to another wheel $F$, geared into the wheel $G$, on the horizontal shaft $H$. At the end of the shaft $H$ is a gear-wheel $J$, which is connected by a belt to a motor. The wheels $C$, $D$, $E$ and $F$ are all wheel-hooves, having the same number of teeth (60), and work into each other at right angles. The shaft $B$ has on it a sliding joint $A$, for altering its length; the shaft $H$ is turned and ground out of cast iron, and has two holes through it, one for the crank-pin, and one for the point-pen. The shaft also through its bearings at $M$, in which it turns. The axis $K$ has on it two eccentrices, $N$ and $O$. $N$ is eccentric with the axis on which it turns, so as to keep the point up while the crank-wheel moves horizontally, and to allow it to move down when it is making the division. The eccentric $O$ is eccentric with the axis on which it turns, so as to let the point rest on the circle while it is making the division. The eccentric $O$ has about one-eighth of its circumference concave to the plane of rotation of the crank-wheel, and convex to that of the wheel $D$. The crank-pin must move in both, and both with regard to the crank-wheel $A$, so that they may always be in line with each other. The crank-pin must be moved forward until it is in line with the point-plan, and keep it up until it is done moving, and has moved the point back, and then let it down before $O$ begins to let it return. Thus, when $O$ begins to let it return, the crank-pin will have moved forward enough to give a complete revolution of the crank-wheel. The radius-wheel $Q$ must touch every revolution of $O$. The radius-wheel $R$ must touch every revolution of $O$. In front of the wheel, and fastened to it is two spindles, a cir- cular one for holding a pencil, and a straight one for holding a rule. The first spindle is used for the longest line, or $\frac{1}{8}$, the next for $\frac{3}{8}$, and the shallowest for $\frac{1}{4}$, and the edge of the plate for the five lines. The segment $F$, Figs. 985 and 986, is fixed on the vertical part of the tracing-frame $U$, and has a pin at its end. This pin is driven into a hole in a bar attached to a slide which slides along under it by the revolutions of the radius-wheel, and so regulate the length of the division lines. The eccentric $O$ is mounted on a short shaft which projects from its axis at right angles to that of the tracee backward. To give motion to the screw, a stout fence-case is used, one-sevenths of an inch thick, having a screw set in each end, and two screws set in each side. These screws are set in holes bored through each end of this case. The radius-wheel $W$, round which it is wound five or six times; or else one end is attached to the crank-pin. Near the lower end of the chain, at $T$, is a small tube, containing a strong spring springing against a stop-piece at its upper end. When this spring is compressed by turning over one-seventh of an inch, the spring must be so strong as not to give up its force required to turn the screw, but when turned over one-seventh of an inch again, it must be so weak as not to give up its force required to turn over once. Between this spring and the crank-pin is an arrangement for lengthening or shortening the screw by means of a lever. This lever consists of two pieces of wood, one being longer than the other. Each piece has about eight inches long, having a screw set in their whole length, and each fixed away half way, and two small metal pins tapped with them screw are run on each; these two wires are held together by a spring at their ends. See Fig. 987. The crank-pin is fixed on a slide, protruding beyond the nut which fastens it, so that its length may be changed by moving this slide. When this slide is moved towards or away from its position at right angles to itself, so that its length may be changed by moving this slide. When this slide is moved towards or away from its position at right angles to itself, so that its length may be changed by moving this slide. When adjustment is made for dividing with the long end of the division lines toward the circumference of the wheel (as shown in Fig. 986), then when this long end is brought toward a dot on the tooth and space in which it works, and a line should be drawn on the shafts at right angles to those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothed spaces where this long end touches them; then when this long end is brought toward another dot on another toothed space in which it works, and a line should be drawn on those toothted 453 DIVIDING MACHINE. Rutherford's Dividing Engine.—One of the most accurate and definite dividing machines yet devised is the ruling engine invented by Mr. L. B. Rutherford of New York, for making grating of fine lines on glass, for use in lieu of prisms in the spectroscope. The apparatus is represented in Fig. 888. On a horizontal table is placed a large plate $L$, which is divided into two parts by a line drawn through its center. One of these plates covers the iron plate $A$, moved by means of a screw acting in a nut attached to the under surface of the plate $L$. The other part of the plate $L$ is hinged at one end, so that it can be rotated about a vertical axis passing through this point. This axis is called the driving-wheel, and is connected with the screw by means of a pin, which is shown at $a$. The motion of the screw is communicated to the driving-wheel by the spring shown at $s$. When the rod $F$ moves upward, the arm $F$ (connected with the screw) moves downward, and the screw revolves in the nut until the end $I$ of this arm comes against the fixed pin placed under it, and is in contact with which it is shown in Fig. 889. At this moment the screw has made one revolution, and the part falls into a notch on the wheel $B$, which is attached to the screw of the engine, and thus the up-ward motion of the rod $F$ forces $H$ against the second wheel and rotates it a definite fraction of a revolution. The motion of $H$ causes the arm $J$ to move upward, and when the driving-wheel passes its upper centre, and then the slotted lever $G$ lifts the pawl out of the tooth of the wheel $K$, which is attached to the arm $J$, and thus stops its motion. The arm $J$ now takes a fresh hold on the feed-wheel $B$. A pin attached to the connecting-rod passes through a slot in the tube $A$, and serves to hold the two together when they are not in motion. The amount of rotation to be given to the feed-wheel $B$ is regulated by raising or lowering a lever $D$, which is attached to a bar on the rock-shaft, to which the rod $F$ is attached. By this means any desired fraction of a revolution may be given to the plane $L$. To which is attached the rod $K$, and is fixed on the same rock-shaft which carries the feed-wheel $B$. The arm $J$ is a short rod whose end is held by a pin in a slot cut in another short slot cut in the direction of the drawing on the plane $L$, as shown in the figure. The action of cutting points out clearly how this machine works. While the pawl $H$ is rotating, it will be seen that while it is moving toward its left-hand end of its slot and moves along this slot, it also moves toward its right-hand end of its slot and moves along this slot. The plane $C$ cannot move, since all indications show that it remains stationary during this motion. As soon as this point occurs, it cuts a line. But the diamond-point is lifted before the right-hand motion of the plane ceases, so that when it reaches its left-hand end, it has been raised slightly above its position at that point. This motion continues until it reaches its right-hand end, where it again cuts a line. Thus, by repeating this process over and over again, we obtain a series of lines parallel to each other. The action of cutting points out clearly how this machine works. While the pawl $H$ is rotating, it will be seen that while it is moving toward its left-hand end of its slot and moves along this slot, it also moves toward its right-hand end of its slot and moves along this slot. The plane $C$ cannot move, since all indications show that it remains stationary during this motion. As soon as this point occurs, it cuts a line. But the diamond-point is lifted before the right-hand motion of the plane ceases, so that when it reaches its left-hand end, it has been raised slightly above its position at that point. This motion continues until it reaches its right-hand end, where it again cuts a line. Thus, by repeating this process over and over again, we obtain a series of lines parallel to each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order to make lines at any desired angle with respect to each other, we must first determine what angle we wish them to make with each other. For example, let us suppose that we wish to make lines at an angle of forty-five degrees with each other. In order to do this we must first determine what angle we wish them to make with each other. In order DIVING. DIVING. The necessity for the manual execution of engineering operations under water, and the desire to obtain cargoes of vessels, etc., which have become submerged, have led to the invention of various apparatus for this purpose. These may be divided into two classes, diving-bells and divers. Devices for this purpose are divided into two classes, diving-bells and divers. Diving-bells are used for the purpose of exploring the bottom of the sea, and for the purpose of obtaining information respecting submarine depths. Devices for this purpose are divided into two classes, diving-bells and divers. Diving-bells are used for the purpose of exploring the bottom of the sea, and for the purpose of obtaining information respecting submarine depths. Devices for this purpose are divided into two classes, diving-bells and divers. Diving-bells are used for the purpose of exploring the bottom of the sea, and for the purpose of obtaining information respecting submarine depths. **I. Diving-bells.** The principle of the diving-bell is seen in pressing any vessel like aumbler, made from wood or metal, with a cover on one end, so that when it is filled with water, Fig. 87, but the inclined air pipe is made to occupy less space than the pressure is increased with the augmenting weight of water by means of a screw-pump. The air-pipe is called the "Nastilium," Fig. 887. This is a set of submarine boat, having chambers in its body, each communicating with the external atmosphere by a flexible pipe, which opens by a cock out- ward to the external surrounding water. An opening in each chamber is closed by movable doors. The chambers are likewise connected by a flexible pipe through the top of the machine, and to which one or more air-pipes are attached, which are also open to the atmosphere. The air-pipe is called the "Nastilium," Fig. 887. This is a set of submarine boat, having chambers in its body, each communicating with the external atmosphere by a flexible pipe, which opens by a cock outward to the external surrounding water. An opening in each chamber is closed by movable doors. The chambers are likewise connected by a flexible pipe through the top of the machine, and to which one or more air-pipes are attached, which are also open to the atmosphere. The weight of water entering these chambers is equalized by means of an air-pipe leading from one chamber to another. The air-pipe is a receiver, which is attached to a hollow drum or cylinder, and communicates with the outside atmosphere at one end and with the other end with the flexible pipe leading to the top of the machine. The latter is a powerful air-compressing pump. The operator enters the machine through the top, in which case he can see what is going on below him. When he has descended to his desired depth, he opens a door in one of the chambers, and at once water flows into it until it is full; then he closes this door again, and opens another door in another chamber; thus a pipe opening from these chambers outward is formed. The water thus entering fills up all spaces between them; and an interrupted flow of water may take place into the chambers. The weight of water entering these chambers is equalized by means of an air-pipe leading from one chamber to another. The air-pipe is a receiver, which is attached to a hollow drum or cylinder, and communicates with the outside atmosphere at one end and with the other end with the flexible pipe leading to the top of the machine. The latter is a powerful air-compressing pump. The operator enters the machine through the top, in which case he can see what is going on below him. When he has descended to his desired depth, he opens a door in one of the chambers, and at once water flows into it until it is full; then he closes this door again, and opens another door in another chamber; thus a pipe opening from these chambers outward is formed. The water thus entering fills up all spaces between them; and an interrupted flow of water may take place into the chambers. The weight of water entering these chambers is equalized by means of an air-pipe leading from one chamber to another. The air-pipe is a receiver, which is attached to a hollow drum or cylinder, and communicates with the outside atmosphere at one end and with the other end with the flexible pipe leading to the top of the machine. The latter is a powerful air-compressing pump. The operator enters the machine through the top, in which case he can see what is going on below him. When he has descended to his desired depth, he opens a door in one of the chambers, and at once water flows into it until it is full; then he closes this door again, and opens another door in another chamber; thus a pipe opening from these chambers outward is formed. The water thus entering fills up all spaces between them; and an interrupted flow of water may take place into the chambers. The weight of water entering these chambers is equalized by means of an air-pipe leading from one chamber to another. The air-pipe is a receiver, which is attached to a hollow drum or cylinder, and communicates with the outside atmosphere at one end and with the other end with the flexible pipe leading to the top of the machine. The latter is a powerful air-compressing pump. The operator enters the machine through the top, in which case he can see what is going on below him. When he has descended to his desired depth, he opens a door in one of the chambers, and at once water flows into it until it is full; then he closes this door again, and opens another door in another chamber; thus a pipe opening from these chambers outward is formed. The water thus entering fills up all spaces between them; and an interrupted flow of water may take place into the chambers. The weight of water entering these chambers is equalized by means of an air-pipe leading from one chamber to another. The air-pipe is a receiver, which is attached to a hollow drum or cylinder, and communicates with the outside atmosphere at one end and with the other end with the flexible pipe leading to the top of the machine. The latter is a powerful air-compressing pump. The operator enters the machine through the top, in which case he can see what is going on below him. When he has descended to his desired depth, he opens a door in one of the chambers, and at once water flows into it until it is full; then he closes this door again, and opens another door in another chamber; thus a pipe opening from these chambers outward is formed. The water thus entering fills up all spaces between them; and an interrupted flow of water may take place into the chambers. The weight of water entering these chambers is equalized by means of an air-pipe leading from one chamber to another. The air-pipe is a receiver, which is attached to a hollow drum or cylinder, and communicates with the outside atmosphere at one end and with the other end with the flexible pipe leading to the top of the machine. The latter is a powerful air-compressing pump. The operator enters the machine through the top, in which case he can see what is going on below him. When he has descended to his desired depth, he opens a door in one of the chambers, and at once water flows into it until it is full; then he closes this door again, and opens another door in another chamber; thus a pipe opening from these chambers outward is formed. The water thus entering fills up all spaces between them; and an interrupted flow of water may take place into **II. Divers** (Fig 89). A diver's outfit consists essentially of three parts: (1) A suit or suit-like garment made entirely out of rubber or some similar material; (2) A breathing apparatus consisting essentially of an oxygen tank or tanks containing compressed oxygen gas; (3) A helmet or headgear designed to protect against injury from falling objects or from contact with sharp objects such as rocks or coral reefs. The suit must be designed so that it will fit snugly around all parts of 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts of the diver's body without restricting movement or causing discomfort during extended periods underwater. The suit must be designed so that it will fit snugly around all parts 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how a diving bell works.
A diagram showing how a diving bell works.
of his body while still allowing sufficient room for breathing. 453 A diagram showing how DIVING.
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Dive-Bell-Diagrams-How-Dive-Bell-Works-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell-Diagrams-Dive-Bell DIVING.
Dive-Bell-How-It-Works-How-To-Use-A-Safety-Boat-For-Swimming-In-The-Sea-How-To-Use-A-Safety-Boat-For-Swimming-In-The-Sea-How-To-Use-A-Safety-Boat-For-Swimming-In-The-Sea-How-To-Use-A-Safety-Boat-For-Swimming-In-The-Sea-How-To-Use-A-Safety-Boat-For-Swimming-In-The-Sea-How-To-Use-A-Safety-Boat-For-Swimming-In-The-Sea-How-To-Use-A-Safety-Boat-For-Swimming-In-The-Sea-How-To-Use-A-Safety-Boat-For-Swimming-In-The-Sea-How-To-Use-A-Safety-Boat-For-Swimming-In-The-Sea-How-To-Use-A-Safety-Boat DIVING.
How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In The Sea How To Use A Safety Boat For Swimming In DIVING.
Safety Boats For Swimming In The Sea Safety Boats For Swimming In The Sea Safety Boats For Swimming In The Sea Safety Boats For Swimming In The Sea Safety Boats For Swimming In The Sea Safety Boats For Swimming In The Sea Safety Boats For Swimming In DIVING.
Swimming In The Sea Swimm DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
Swimming In DIVING.
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Swimming In DIVING.
DIVE IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOAT FOR SWIMMING IN THE SEA SAFETY BOY 454 DIVING. should sink, the operator would first, by uncovering a nut within, cast his bell loose from the life-line, and would then ascend. As soon as he reached the surface, he would be enabled to view his surroundings by means of a camera obscura at 7 ; and, by revolving the same by its tube, he could A diagram showing a camera obscura with a lens and a mirror. A diagram showing a camera obscura with a lens and a mirror. A diagram showing a camera obscura with a lens and a mirror. sweep the entire horizon. Having determined his course, he could then proceed in the proper direction by means of the screw and rudder. The method of making an electrical connection with a ground, the latter provided with an electric light for illuminating the depths, is represented in Fig. 908 a. Chapman's apparatus for the construction of the pier foundations in New York harbor is illustrated in Fig. 909. It consists of a copper helmet, fitted inside, and supported on a wooden frame. The head is encircled with a band which can be easily adjusted. The helmet is large enough for considerable rotation and lateral motion of the head, and allows the air which is forced into it to be so diffused as to be breathed without insufflation. The homogeneous porous free expansion of the lungs, and sufficient motion to avoid over-strain of the muscles. To the lower part of it is attached an India-rubber dress, having a body, legs, and arms; shoes are fitted on, and the whole is impervious to water. The central window of the heli- met can be readily removed without removing the helmet. Lead weights are attached to the waist. A diagram showing a man wearing a helmet and holding a hose connected to a pump. A diagram showing a man wearing a helmet and holding a hose connected to a pump. A diagram showing a man wearing a helmet and holding a hose connected to a pump. DOCKS. 465 and sides of the shoes to enable the diver easily to maintain an erect position when standing or walking upon the bottom. A jump, shown in Fig. 90, which is usually supplied with three cylinders, gives air to the diver, and is connected by a pipe with the air-pump. The air is delivered through a hose, which leads through a flat channel to the frontal portion, where it is delivered against the glass window of the helmet, so that the diver can see out without any difficulty. The air also passes into the interior surface of the window. The air finds its exit also at the back of the helmet. The air from the pump is conveyed to the mouth of the diver by means of a tube, which is passed between the person and the dress, and is delivered with sufficient force to overcome slightly the hydrostatic pressure of water. The air is thus delivered to the diver in such a way as to spread a large bucket of hydraulic concrete upon the bed of a harbor, preparatory to laying a pier or other work. The air-pump is operated by a hand-crank, which is placed on a bench, which contains the air-pump. The signals of the diver are communicated verbally by his hands, and by bells, which are rung by him. When a large quantity of concrete has been laid, the buckets of cement are moved into position, and by his bells he rings, which enables the attendant at the engine house to know when they are ready. DOCKS. A dock is an artificial inclosure in connection with a harbor or river, used for the reception of vessels, and provided with gates for keeping in or shutting out the tide. Docks are divided into two classes: (1) those constructed for receiving vessels at low tide; and (2) those constructed for loading and unloading of ships; and dry docks, or greaving docks, from which the water may be pumped out and in which vessels may be raised or lowered. Dry docks are generally constructed in two parts, one being stationary and floating docks, of which there are many varieties. The following table shows how many tons of cargo may be loaded or discharged in the different possible space and are enabled to lie constantly adrift; whereas in tidal harbors, when they take the ground through the falling of the tide, they are apt to be stranded. When a vessel is in dock at low tide she will be able to lie in any part of her length at any time during any part of the day. At high tide she will be able to lie in any part of her length at any time during any part of the day. Dry docks are generally constructed in two parts, one being stationary and floating docks, of which there are many varieties. The capacity of a dock depends not on the area only but also on the depth. It has been determined that the capacity for tonnage of different channels varies as the cubes of their depths; a law which has been verified by experience. Mr. George Robinson has shown that by making the Albert Dock at Leeds feet deep instead of 18 feet deep as it was originally made, it would have been capable of receiving vessels whereas at the Victoria there are only 10 feet in the year when that depth occurs. The ratio of the draughts of vessels to their tonnage has been gradually decreasing, but there is not much uniformity in this respect among different countries. In England it has been found that in some large shipping dimensions of many of the ocean steamers leaving the port of New York, from which deductions have been made for their draughts, they have been found to be less than 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to 30 feet deep; whereas in other ports they have been found to be more than 30 feet deep; whereas their machinery on board from 12 to 18 feet of water, which would give the light draught up to Table showing Number of Tons per Vessel Tonnage accommodated per Acre of Dred Area.
Tonnage. No. of Vessels per Acre. Tonnage. No. of Vessels per Acre.
5 5 5 5
75 75 75 75
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
95 95 95 95
Factor I.Factor II.Factor III.Factor IV.Factor V.Factor VI.Factor VII.Factor VIII.Factor IX.Factor X.Factor XI.Factor XII.Factor XIII.Factor XIV.Factor XV.Factor XVI.Factor XVII.Factor XVIII.Factor XIX.Factor XX.Factor XXI.Factor XXII.Factor XXIII.Factor XXIV.Factor XXV.Factor XXVI.Factor XXVII.Factor XXVIII.Factor XXIX.Factor XXX.Factor XXXI.Factor XXXII.Factor XXXIII.Factor XXXIV.Factor XXXV.Factor XXXVI.Factor XXXVII.Factor XXXVIII.Factor XXXIX.Factor XL.Factor XLI.Factor XLII.
Tonnage: Draught:
456
DOCKS. **Quay Proportions.** The proportions of quays range, according to Sir John Coode, from 300 to 500 feet in length. Very few quays require about 100 feet of quay, and it is desirable to have at least 100 feet of breadth behind the quay. **Entrances.** For wet docks, according to Mr. Redman, the entrance should point up stream at an angle of 45 degrees with the axis of the dock, so that the water may be driven into the dock by the pressure of the current. This is only practicable where the water is deep enough to be pro- vided for. (See Leeds, under Canals.) Some half-basins are formed between the locks and the sea, and these are called "sea-docks," but they are not considered as being of sufficient importance to be mentioned here. In the Liverpool docks the ratio of areas of outer to inner basin to areas of sea is 1 to 8.5. **Construction of Wet Docks.** Wet docks are constructed with a wall of masonry or of piling, with concrete and tamped-earth filling, and with a clay or concrete bottom. The higher the level of the water in the dock, the greater must be the thickness of the wall required. Where the water does not rise above the top of the dock, no wall is necessary, but when it rises above this level, a wall must be built. When the area is too great, the water is sometimes maintained at the highest level by means of sluices, which are provided with gates, and this is an unnecessary matter with the entrance of the tide when the water in the harbour is very turbid. The Victoria Dock at Liverpool has two basins, one for receiving vessels from the Thames and a main dock of 74 acres. The earthy strata which occupied the site of the dock en- sisted of a top soil one foot deep, a layer of clay about six feet thick, then one of peat from 6 to 13 feet, and finally a layer of sand from 13 to 24 feet thick. The whole was excavated to a depth of 28 feet below high-water mark, and its bottom was puddled with clay to a depth of 2 feet, leaving the finished surface 34 feet below Trinity high-water mark. The entrance A plan showing the layout of a dock system. 91 from the river into the basin is by a lock having two pairs of wrought-iron gates, revolving in hel- low gantry, the walls of the lock being constructed of cast-iron piles. T-shaped sections, backed with hemp-woven matting, are used for filling in between them. The gates are hinged on arms shaped like cylinders, with the conveyance turned toward the head. The lock-chamber is 80 feet wide at its base and 60 feet wide at its top. The sides are made up of brickwork filled with concrete, and on these are laid wooden planks on which the gates are supported while turning upon a circular-curved pin. On the side of the lock the sur- face of the ground is raised to a height equal to that of the top of the gates. The whole pavement was carried at this point, and the foundations of the gate-platforms were laid. Between the plat- forms the bottom of the lock was filled with clay puddled to a level of 38 feet below high-water mark. The sides were filled with brickwork up to a level of 24 feet above high-water mark, or at the same depth as the bottom of the lock; so that, as the mean fall of tide being 18 feet, there will be 16 feet between high-water mark and low-water mark. The conveyance from the tidal basin into the dock is by means of a single pair of gates, similar to those of the lock, placed beneath them. The bottom is covered with clay puddled to a depth of 2 feet; and both dock are 400 feet in length and 1,080 feet in width. There are six jetties—the two just men- tioned, with their connecting basins—two jetties for loading coal from ships into barges; and four jetties for loading coal from barges into ships; all these jetties being connected by channels a distance of 581 feet, including the pointed terminations. Those with sides of the dock and basin afford nearly 3 miles of quay-room. The four interior jetties are each 140 feet wide for 487 feet, and each has two jetties for loading coal from ships into barges; these jetties are each 140 feet wide and vertical, and constructed of cast-iron piles 7 feet apart from centre to centre, filled in between with brickwork; they afford nearly another mile and a half's quay-room. Behind these jetties there is a wall of concrete which was carried out from below the sea towards land by means of cast-iron piles driven through clay puddled to a depth varying from long and flat work on face, averaging 1 inch in thickness, and weighing about 1 ton each. They are driven at a depth of 28 feet below high-water mark, and therefore 4 feet below the bottom of the dock; they are covered with concrete up to a level of 24 feet above high-water mark; and are covered with brickwork up to a level of 24 feet above high-water mark; and therefore 4 feet below DOCKS. 457 Few a timber sill. The piles in the opposite jetty walls are connected by cross-bars 6 and 17 feet below their heads. Upon each jetty there is a warehouse 600 feet long and 80 feet wide, having what appears to be a large number of small sheds attached to its sides. There are two power houses at the pointed end, and 8 others of 3 tons power each along the sides. Connected with the north and south piers are two large warehouses, one of which is 1000 feet long and 100 feet wide. The West India Docks, constructed in 1802 is a gorge in the Isle of Dogs, comprise an import-dock of 30 acres, an export-dock of 25 acres, communicating with the Thames at Blackwall, and a bonded warehouse of 150 acres, communicating with the Thames at Tower Bridge. The whole space occupied by docks and warehouses is 395 acres. The East India Docks, also at Blackwall, consists of an import-dock of 25 acres, an export-dock of 25 acres, and an entrance-basin of 21 acres. The gates are 48 feet wide, and the depth of water in the basin is 18 feet. The West India Docks were built on the site of the old wharf on the river, erected in 1680 under the name of "the Howland Great Wet Dock," and subsequently of the "Greenland Docks," having been prepared for the accommodation of the Greenland whaling-esculls. In 1802 they were converted into docks for the reception of tea and other goods specially to receive vessels laden with corn, iron, lumber, guano, and other bulky articles. They cover an area of 395 acres, and have a total length of 2 miles. The East India Docks consist of three principal docks, namely those for tea, for general merchandise, and for timber. The star principal docks here are the London and the St. Katharine Docks, the latter situated between the former and the South Dock. The London Dock is a large basin, about 1 mile long by 300 yards wide, edged without a quay; but this plan has since been disapproved on account of interference with the ship rigging. There are numerous other mercantile wet docks in Great Britain, a list of which, including en-trance-basins provided with locks, at the principal ports, is appended:
Ports No. Acre in Acres
London 89 850
Liverpool 4 145
Edinburgh 4 145
Hull, exclusively of winter pounds. 7 465
Hartlepool, 1 32
Hull exclusively of winter pounds. 1 32
Ilford Wood, 1 32
Liver Wood, 1 32
Liverpool Wood, 1 32
Pendlewood, 4 160
Pendlewood, 4 160
Pendlewood, 4 160
Pendlewood, 4 160
Pendlewood, 4 160
Pendlewood, 4 160
Pendlewood, 4 160
Pendlewood, 4 160
Pendlewood, 4 160
Pendlewood, 4 160
The Atlantic Dock at Brooklyn, Fig. 992, in reality a tidal basin, was constructed by the Atlantic Dock Company, chartered by the State Legislature in 1840. The work was commenced in 1841, and completed several years. Over 200 acres of land were purchased at a point on the Long Island shore opposite New York City. A channel was cut through the sand dunes to reach the sea-beach bordering 40 acres of water surface. The inclosure on the western side was made with crib-work pieces consisting of timber filled with stone, sunk in trenches 30 feet below high-water mark. The entire A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOUSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOUSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOUSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSES WAREHOSES WAREHOSSES IRON YARD A map showing various docks and warehouses in Brooklyn.
WAREHOSSES IRENS HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORSSESE HORS SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE SEE See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See See Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se Se SeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeeSeesee see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see see se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se se sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei sei seiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseiseieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiieiiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejiejejijijijijijijijijijijijijijijijijijijijijijijijijijijijijijijijijijijijijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijiijaajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajajaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaijaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiiiaiii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii iii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii ii i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i were 25 feet thick at the base, and were placed with their external sides 180 feet apart, that being the width of the pier, the top of which is 10 feet above low-water mark. The space between them was filled up with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth and sawn off 5 feet below the surface; and upon the heads of the piles the earth formed a bank sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient to keep them above low-water mark during filling to a sufficient depth; then they were covered over with sand to a depth sufficient 458 DOCKS. end, are wooden piles of sufficient width for the unloading of ships, built of piles covered with timber and planking. Upon the cribwork piles, one of 1,070 feet and the other of 1,090 feet in length, and in depth and extending the length of the pier. Upon this pile foundation, the commercial wharf, 2,000 feet in length, and upon this there are three blocks of warehouses, each 300 feet long by 100 feet wide, and made in iron-yard of the same dimensions. The piers are constructed of stone blocks, or "peaks." These In- closures, from which, as before stated, the water is excluded, are usually built of masonry, but are sometimes constructed of piling, concrete, or both. The piers are constructed in such a way as to be made of sufficient strength to resist a pressure of 60 tons per square foot on the bottom, and for ten- tions of the height for the thickness, and Bore- third to one-half the height. The question of the construction of dock-gates and the strain thou- ght to be exerted on them has given rise to differ- ence of opinion. For a discussion of the subject see "The Construction of Dry Docks," by the Pro- celings of the Institution of Civil Engineers," Vol. XXXVII., No. 1. Construction of Dry Docks.--The dry dock at the Navy Yard, Brooklyn, N. Y., is the largest dry dock in America. It was commenced in August, 1841, and occupied 24 acres. The dock is 286 feet long and 30 feet wide at the top, this being the distance between the folding plates y y and z z (Fig. 994). The dock is divided into two compartments by what is called the lock-chamber, a 22 feet long, which length may be varied according to circumstances. This is a wall- son, d, forming the external gate, being sufficient to hold a vessel up to a depth equal to five feet less than the mean high tide, and 30 feet 8 inches below the surface of the water. The internal compartment is called quicksand, and consisted of piles driven to great depths, covered with 18 inches of hydrau- lics. The floor consists of 12 inch thick boards of yellow pine 12 inches square, and this again with 994. 5-foot granite blocks laid in hydraulic cement. A cross-section is represented in Fig. 994. The walls, composed of heavy granite blocks laid in hydraulic cement, are supported by piles driven from this foundation, and are 108 feet from outside to outside. The bottom step is 30 feet wide and 2 feet at the bottom or lower step, and varying in width from 28 feet at the upper step to 26 feet with the curve, which is irregular and made to correspond with the general curve of the side of a ship. The distance between the quoin is A diagram showing a cross-section of a dry dock. 994 DOCKS. 459 which the folding gates revolve in 68 feet, and this is about the average width of the lock-cham- ber, and also the length of the deck of the chamber or outer gate, which has also a beam of 16 and a depth of 30 feet. Two culverts, e, c, one on either side of the entrance and below the en- trance as far as the lock-chamber, and another on the other side of the lock-chamber, at a few feet front of the inner gate. These culverts have a course of 4 feet 8 inches vertical by 2 feet bore, and are covered with iron plates. The culverts are connected with the main drain, which are carried on either side to a point beyond the head, where they unite and empty into a well under the engine-house. The water is conveyed from this well to the pump-house by means of pipes and discharges at a point near the entrance of the dock. The capacity when filled by hand is being about 600 tons. When the dock is full, the water is lifted, the filling-pipe is opened, and as soon as the water in the dock-chamber is drained, the water enters leading to the pump-well, and the water is pumped from the latter; the ship is then admitted and placed on her bollards, and her hold filled with water. The ship is then raised by means of a screw or groves, and filled with water until it sinks down to the bottom of the masonry fitted to receive it. This operation requires from 10 to 15 minutes. The pumps are worked by four hand-wheels that move the machinery. The culverts in the dock-chamber are next drawn, and after they have been filled with water they are again drawn. The water is lowered several inches in the dock in a few minutes, thus hastening the loading and producing an immediate pressure on the gates, so as to effectually prevent the admission of water and keep them securely closed. The time required for loading a large vessel in this manner is about half an hour; but a ship, especially a large one, is about to touch the blocks and requires the placing of shores, is important; and the time required for loading a large vessel in this manner is about half an hour; but a ship, especially a large one, is about to touch the blocks and requires the placing of shores, is important; and the time required for loading a large vessel in this manner is about half an hour; but a ship, especially a large one, is about to touch the blocks and requires the placing of shores, is important; Table showing Dimensions of Important Dry Docks. | LOCALITY | Length, Feet | Depth at Most High Water | W. & D., Feet | |---|---|---|---| | Brooklyn Navy Yard | 250 | 30 | 30 at floor | | Boston Navy Yard | 440 | 30 | 30 | | Portsmouth, England | 440 | 30 | 30 | | Devonport | 250 | 30 | 30 | | Harwich Dock | 250 | 30 | 30 | | London, Liverpool (8 docks) | 750 | 30 | 30 | | Southwark Dock, Wales | 450 | 30 | 30 | FLOATING DOCKS.—Of these there are several varieties, the chief types of which are noted below. Bennett's floating dock: Fig. 995, has been constructed after the plans of Mr. G. H. Bannan in the year 1871. It consists of two ponsions each having a length of 125 feet, breadth over beams of 24 feet wide, and 50 feet high in extreme dimensions. The depth of the ponsion is 124 feet, leaving a clear space of 2 feet between its sides and those of its companion. In order that there may be sufficient room for 5 feet and the deck 44 feet above water, there will be a clear depth of 28 feet of water for the underwater part of each ponsion. The ponsions are connected by means of two parallel rails running along the middle line of each ponsion up to its top edge. Each ponsion has two pairs of trestles or trestle-frames, each pair on each side, of 5 feet 9 inches stroke and 28 inches diameter, worked by steam. The deck is supported by two rows of posts placed at intervals along its whole length, and consists of a ponsion divided into compartments, which may be so filled with either air or water as to preserve A diagram showing a floating dock with transverse section. TRANVERSE SECTION 995 a balance of position, and by its buoyancy to be capable of riding resists. It may be built of tim- ber and planking or of wrought-iron and plating. Those which are used in New York have the framework entirely of wood, and one or two have been in use for nearly forty years. The ponsions may be from three to five hundred tons in weight each. They are strongly built and very strong; they are per- sonally girded and trussed, and have a strong bulkhead running through the middle for the whole length, upon which both of the vessel is supported by keel-blocks. At either side the deck rises 460 **DOCKS.** Into walled chambers, which may be also filled with water or air, and upon the dock of which are placed steam-engines for the purpose of pumping the water from the interior. The ends of the dock are left open, so that the vessels may enter and leave without being obstructed by the dock. Fig. 898 represents the larger of two docks owned by the New York Balance Dock Company. It is 325 feet long, 100 feet wide, and 17 feet deep. The lower part of the dock is filled with water, the poisonous being 10 feet deep. It has 8 gates on either side for admitting, and a chamber for discharging water, which is pumped out by steam-engines, one upon either wall, of 40 horsepower each. The upper part of the dock is filled with air, and contains two large chambers, capable of exhausting with sufficient rapidity to raise a vessel of 8,000 tons in an hour and a half. The total lift of the vessel is accomplished in three operations. In the first operation, the pumps are first set in motion by the steam-engines on the deck above, and the discharge opening being closed, the water is drawn into the upper chamber of the dock. When this chamber is full, the pumps are first set in motion by the steam-engines on the deck below, and the discharge opening being opened, the water is discharged into the lower chamber of the dock. When this chamber is full, the vessel is drawn up by means of valves, causing the dock to rise by its own specific gravity until it touches the bottom of the ship, after which the vessel is lifted by pumping the water out of the chamber into which it has been raised. In this manner, when a vessel is raised in the middle chamber above out, so that the tank of water to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is in pro- position to be exhausted in raising a vessel is and the section throughout is similar. It is built with two skins, fore and aft, at a distance of 20 feet apart. The space between the skins is divided by a watertight bulkhead running with the mid- line through both skins. This bulkhead divides each skin into two compartments, namely, the three chambers are respectively named "oil," "balance," and "air" compartments. The forward compartment (Fig. 899) contains oil for lubricating purposes; while the rear chamber (Fig. 900) contains air for keeping down pressure on the bottom of the dock when it sinks beneath the level of the horizontal bulkheads which divide the other two chambers. Water suffices for filling these compartments; but when they are empty, they are supplied with air by means of valves from outside. The vessels having floated on, the next operation is to place and secure the end cushions, which act as gauges, and eject the water from the load (or discharge) chamber into another chamber below. The water thus ejected will decrease by opening the sluices on the caisson. Meyer's Oil Dock (Fig. 898).—Fig. 898 shows its general form. In its general form it consists of a number of ponsions, either of a square or circular section, which lie parallel to each other at fixed distances from each other. Each ponsion consists of two parts; one part forms what we call the ponsion or caisson; and this ponsion projects outward from the side of the dock so far as to allow room for placing vessels within it. The other part forms what we call an extension of the dock; and this extension projects inward from each side of each ponsion so far as to allow room for placing vessels within it. When these ponsions are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, when they are sunk beneath the bottom of the caisson, 901 A diagram showing an oil dock with multiple chambers. DOCKS. 461 unusual when submerged, but the necessary stability is imparted to it by means of the outrigger arrangement. This outrigger consists of a broad, flat boom, divided into numerous segments, and loaded with concrete ballast until it is half submerged. Its form gives it immense sta- bility. It extends along the middle line of the upright section of the dock proper through the A diagram showing the arrangement of the outrigger on a dock. pontoon some distance above and below, and are stiffened by struts. To the top and bottom of each column is hinged a pair of parallel bars or booms, which are also hinged at their opposite ends to the side of the dock. The booms are raised and lowered by a screw-pump mechanism while the dock is free to be raised and lowered vertically, being always retained in a horizontal posi- tion by the action of the parallel bars or booms. The movement is, in fact, exactly that of a par- allel bar crane. The whole structure is supported by a number of transverse vertical bulkheads. The side of the dock to which the pontoons are attached is partially filled with concrete ballast, so that its weight may be varied according to circumstances. Its height may vary from 20 to 80 feet, or more; its width from 10 to 15 feet; and its length is about equal to the depth of water in which it is used. The pontoons themselves are usually made of wood. In the Russian Nicholas dock, the side is 380 feet long, 44 feet in inches high, and 12 feet broad. The pontoons are 72 feet long, 18 feet deep, and 15 feet broad, and the clear space between them is 4 feet wide. They are filled with water, and are kept in position by a system consisting of a number of powerful pumps worked by steam-engines in the usual manner. When it is necessary to reduce the load on the dock, the pumps are turned off, and the water flows back into the compartments of the pontoons; the dock is thus gradually lowered, its horizontal position being at all times maintained by means of blocks and chains. When it is desired to raise the pontoons, water is pumped out until the keel takes its bearing on the blocks, the blocks-chains are hauled into place by chains in the usual manner, and, the vessel being firmly blocked and shored, the pump- ing is resumed until the pontoons are again filled with water. In this position it will be seen that the dock with the ship on it has very great stability quite independently of that of any other form of dock. The only difficulty connected with this method essentially, that of controlling the dock when submerged—is no longer of any service, and it might, should occasion demand, be entirely removed. It may be remarked that the dock in this condition is much A diagram showing the arrangement of blocks and chains for raising or lowering a dock. smaller than any other form of dock, and it might with great facility be taken through any nar- row entrance or channel; but it would not be possible to use it for any other pur- pose. While thus docked, the vessel can be examined, painted, and repaired as in any ordinary dock, or can be removed from place to place. 462 **DOCKS.** The great feature of this system is that this vessel can now be readily lowered on to a fixed staging along the shore, and there deposited high and dry, as shown in Fig. 208, leaving the dock free to raise or lower the vessel at any time without the necessity of removing the vessel from the water. The series of piles driven into the ground in rows parallel to each other, these rows standing at right angles to one another, form a framework which is exactly similar to that of a pier, and are exactly the same distance apart from centre to centre as the spaces between the pontoons are apart (see Fig. 209). The distance between the piles is 10 feet, the clear space between the piles is 12 feet, leaving 2 feet for clearance. The vessel is raised by means of a screw-boat, which is placed on the platform, and then lowered so that when the dock with the vessel on it is brought alongside the staging, the pontoons can enter freely under the screw-boat, and thus be lifted out of the water without touching it. The dock is now slightly lowered by admitting water into the pontoons until the vessel touches them. The screw-boat is then raised, and the vessel being securely shored, the dock is lowered just clear of the vessel, and drawn out from the staging, and is then of course ready to receive other vessels. The lifting of the vessel of the stage is effected by means of a screw-boat. The New York Seaport Floating Dock—This was patented by Palmas Burgess in 1853. It consists of two floating docks, one above the other, and connected together by means of a framework of timber which supports machinery for pumping, being sufficiently high to remain out of water when not in use. The upper dock is raised by means of a screw-boat placed on its platform, and its lower part contains what is called a balance-tank—an air-flight chamber, which may be used and lowered by means of a rack and pinion connected with the pumping machinery. These tanks have enough air in them to keep them full of air during their whole period of use. The weight of the deck of the pontoons increases; and by lowering them, the pontoons are raised independently of each other. When they are raised above their original level, they are filled with air by means of blowers; but when they are lowered below their original level, they are emptied of air by means of blowers. In order to show how much air can be admitted into these pontoons, a diagram is given in Fig. 210. A1000. 1000 A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A1000. A100 C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C A C C B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B C D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D D C E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E C F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F F C G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G C H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H H C I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I C J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J C K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K C L L L L L L L L L L L L L L L L L L L L L L L L L L L L L C M M M M M M M M M M M M M M M M M M M M M M M M M M M M C N N N N N N N N N N N N N N N N N N N N N N N N N N N N C O O O O O O O O O O O O O O O O O O O O O O O O O O O C P P P P P P P P P P P P P P P P P P P P P P P P P P P P C Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q C R R R R R R R R R R R R R R R R R R R R R R R R R R R C S S S S S S S S S S S S S S S S S S S S S S S S S S S C T T T T T T T T T T T T T T T T T T T T T T T T T T T C U U U U U U U U U U U U U U U U U U U U U U U U U U C V V V V V V V V V V V V V V V V V V V V V V V V V V V C W W W W W W W W W W W W W W W W W W W W W W W W W C X X X X X X X X X X X X X X X X X X X X X X X X X X C Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y C Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Dock's screw-boat—This is a very simple machine consisting of a frame with two screws attached to it. One screw is placed on each side of the boat, and both screws are turned in opposite directions. This causes the boat to move forward. The screws are turned by means of a crank handle which is connected with a lever arm. The lever arm has a weight attached to it which keeps it in motion. The weight is kept in motion by a spring which is attached to it. The spring is kept in motion by a motor which is connected to it. The motor is powered by electricity. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. The motor is powered by electricity because it does not require any fuel to operate. DOCKS. 463 A detailed technical drawing of a dock structure, showing various components and their relationships. 464 DOCKS. the vessel to be docked thus, and having arrived over this use- able platform or grating, the vessel is hoisted by means of a hydraulic press, and the vessel then lowered into the hold by the permanent way. The means by which the vessel is hoisted and lowered are ingenious, and consti- tute the chief merit of the invention. The length of the dock is 300 feet, the deck are about 160 feet long internal- ly, and 180 feet externally. The dis- tance from the outside of one end of the dock to that of the other is 61 feet. The mainwires run on the land, and run short 38 feet from the end of the dock on to the head, resting on a wooden head, which is bolted down, and which is attached to the dock. The mainwires B are suppor- ted by double piles A, Fig. 1005, and these piles are sur- rounded by two sets of chock-blocks C to hold the vessel in place when it is being hoisted or de- strapped E, around to the cylinder F, which is connected with the gimbals straps as shown. Along the side of the cylinder F, a head G, in which the suspending chain H, Fig. 1004, is attached. This head consists of a circular plate, and a set of chock-blocks J, against which the regulating height of the vessel is regulated by a lever K, and the keel of the vessel. From the sway-bearings L, which are con- nected with A, and these to trans- verse beams M or swinging-beams N, which are connected with blocks O to support the keel of the vessel. The upper end of each swinging-beam is a traverse- beam P, which is connected to the chock-blocks against which the vessel's keel is raised or reared. The cylin- der O contains water, Z, in which water-pressure is applied through a pipe W to power the engine. The ram A is connected to a pair of swinging-beams J, A, as shown in Figs. 1004 and 1005. The operation of taking a ves- sel into dock is as follows: The cylinder O is filled with water, and the rams A forced out so as to raise up the vessel's keel. By this means the mainwires B are drawn inwards towards the end of the dock, and the cradle of swinging-beams lifted up, so as to allow them to support part of the keel-blocks S or sea-chock- blocks T, and also some of the swing- ing-beams N, by means of the adju- sting-levers U and D, and by means of chains. The cylinders are then discharged, the rams forced back, and the cradle of swinging-beams sunk again by its own weight, the main- DOCKS. 465 A detailed diagram of a dock structure, showing various components and measurements. The left side shows a vertical section with labeled parts, including "A" at the bottom, "B" in the middle, and "C" at the top. There are multiple horizontal lines indicating different levels or sections. The right side shows a close-up view of a mechanical component, possibly a pulley or gear system, with labeled dimensions and measurements. 80 Google 406 **DOG.** straps being checked from running over the mainways by the chocks 2*. It will be observed that the cradle may be stopped at any required depth by closing the casque-valves, and by lowering the packer, which is raised on the crane-blocks, and lowered again to its original position. The deck, brought over the keel-blocks, and the hydrostatic engines and pumps act so fast until sufficient pressure is obtained, that the water is forced through the valves into the mainway, and the traverse-frames q and hook-blocks h raised in the tackle towards the outer end of the cradle, so as to take a uniform bowing under the body of the vessel. When they have done so, the paws are let fall into their sockets, and the cradle is raised by means of the hydraulic engine, which again starts, when by the hydraulic pressure the rams are forced in a few minutes out of the channels, and the cradle is raised on the crane-booms, as represented in Fig. 1002, high and dry above water, so as to allow of its being drawn up to any point of every part of her bottom. The cradle is supported on the platform of the paws and reeds e. *Words for Reference.—Dunne, T., "Docks and Port of London and Liverpool" 1858; "Life of Lord Nelson," 1873; "The Life of Napoleon," 1874; "The Life of Napoleon," 1875; "The Life of Napoleon," 1876; "The Life of Napoleon," 1877; "The Life of Napoleon," 1878; "The Life of Napoleon," 1879; "The Life of Napoleon," 1880; "The Life of Napoleon," 1881; "The Life of Napoleon," 1882; "The Life of Napoleon," 1883; "The Life of Napoleon," 1884; "The Life of Napoleon," 1885; "The Life of Napoleon," 1886; "The Life of Napoleon," 1887; "The Life of Napoleon," 1888; "The Life of Napoleon," 1889; "The Life of Napoleon," 1890; "The Life of Napoleon," 1891; "The Life of Napoleon," 1892; "The Life of Napoleon," 1893; "The Life of Napoleon," 1894; "The Life of Napoleon," 1895; "The Life of Napoleon," 1896; "The Life of Napoleon," 1897; "The Life of Napoleon," 1898; "The Life of Napoleon," 1899; "The Life of Napoleon," 1900; "The Life of Napoleon," 1901; "The Life of Napoleon," 1902; "The Life of Napoleon," 1903; "The Life of Napoleon," 1904; "The Life of Napoleon," 1905; "The Life of Napoleon," 1906; "The Life of Napoleon," 1907; "The Life of Napoleon," 1908; "The Life of Napoleon," 1909; "The Life of Napoleon," 1910; "The Life of Napoleon," 1911; "The Life of Napoleon," 1912; "The Life of Napoleon," 1913; "The Life of Napoleon," 1914; "The Life of Napoleon," 1915; "The Life of Napoleon," 1916; "The Life of Napoleon," 1917; "The Life of Napoleon," 1918; "The Life of Napoleon," 1919; "The Life of Napoleon," 1920; "The Life of Napoleon," 1921; "The Life of Napoleon," 1922; "The Life of Napoleon," 1923; "The Life of Napoleon," 1924; "The Life of Napoleon," 1925; "The Life of Napoleon," 1926; "The Life of Napoleon," 1927; "The Life of Napoleon," 1928; "The Life of Napoleon," 1929; "The Life of Napoleon," 1930; "The Life of Napoleon," 1931; "The Life of Napoleon," 1932; "The Life of Napoleon," 1933; "The Life of Napoleon," 1934; "The Life of Napoleon," 1935; "The Life of Napoleon," 1936; "The Life of Napoleon," 1937; "The Life of Napoleon," 1938; "The Life of Napoleon," 1939; "The Life of Napoleon," 1940 **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVY.** **DEPARTMENT OF THE NAVy DRAINAGE. 467 **Embankments.—When the land adjoining the stream cannot be sufficiently guarded from inundation by hydraulic means, the embankment is constructed to protect the land from being inundated for a long distance, uninterrupted by a tributary stream, the land protected by it is often divided into portions by means of embankments called "back-drains," diverging from the main en- bankment, and communicating with each other at intervals. In this way, when the water rises, the inundation may be confined to a limited extent of ground. Behind and parallel to each such embankment, a back drain is constructed, which serves as a reservoir to collect the drainage of the land protected by the embankment, and to convey it through pipes to the river. The back drains are made of stone or brick, and are so constructed that they can be filled up with sand or gravel, and thus serve as a reservoir for making the embankment. The back drain serves as a reservoir to collect the drainage of the land protected by the embankment, and to convey it through pipes to the river. The back drains are made of stone or brick, and are so constructed that they can be filled up with sand or gravel, and thus serve as a reservoir for making the embankment. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The gates or flaps are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing the embankment, and having flaps or valves opening outwardly. These flaps or valves are opened when the water rises above a certain level, and are closed when the water falls below that level. The water is conveyed through these pipes to the river, and is discharged into it through a series of gates or flaps. The water of the back drain is discharged into the river (when its surface is low enough) through a series of pipes traversing 468 DRAINAGE. a higher level than those in the basin through the period of an old tide, a collection of water in the latter ensues, and may come to equal its capacity. Before this occurs, however, the pumping from the polder must cease, for some space must be allowed for the natural drainage. At about the mean level of the sea, the water will be at the same level as that of the polder, and at the level of the Amsterdam polder, which is the point of reference for regulating the height of water in the basin. The pumps must therefore be stopped when the water reaches the level of the polder, and at the same level for all the administrations, some being allowed to continue their pumping opera- tions longer than others until they have been lowered. It is evident that these areas must be drained by the overflow and breaking away of the dike. It will, therefore, be seen that the area of the basin is an important matter. If it be only a small proportion to that of the land to be drained, it will be possible to drain it by means of a single pump, but if it be large, then two or more pumps must be used. In this case, the time of operation for the pumps must cease, and consequently they will become overflooded. As the range of tide along the coast is very great, it is evident that it is necessary to have a number of pumps placed along for the basin when the area bears so small a proportion to that of the drained land as is down in the Rykland Fens. This is one reason why it has been found necessary to construct a generally reduced basin. One circumstance has been taken advantage of in the work of draining which is that the southwest wind raises the level of the waters in the northeast portion of the basin, so that they are carried out into the sea by a current which is set up by this wind. The southwest end of the Zuyder Zee, also, by having its water-level depressed, can continue to receive the drainage from this part of the country. The drainage of such a large area as this is made use of as a source of power or energy, which gives way to make up the loss incurred by the diminution of the area of water in this part of Holland. The drainage was begun in 1850 with a view to its utility; for, as it lies in a past formation of great depth, connected with other lakes, the barriers were constantly being washed away, which, by increasing the surface of the water, allowed the waters to be some higher than before. The drainage was continued until 1873, when it was abandoned. This work, undertaken in 1850, was a gigantic operation. From an area of 70 square miles of average depth 10 feet, it was estimated that 100 million cubic feet would be required. For this purpose it was required to raise the water an average height of 16 feet, and to an estimated possible amount of 300 million cubic feet per year. The cost was estimated at £2500 per acre. During working 11 pumps of 84 inch diameter each and 14 feet stroke, the maximum capacity of which was to raise 112 tons of water 10 feet at each stroke. These were set around the circular lower which contained 120 acres. The cost was £250 per acre for pumps and £250 per acre for pipe-work for each pump. They raised in actual work 66 tons per stroke, discharging the water in a large canal 84 miles long and 12 feet deep. The cost was £250 per acre for pumps and £250 per acre for pipe-work; and the pumping was continued from May, 1849, to July 1, 1853. Then the area was thoroughly drained. The cost was estimated at £250 per acre for pumps and £250 per acre for pipe-work; thus £500 per acre was estimated at £750/44s., which would be more than paid by the proceeds of sale of land. Drainage-Conditions.-Covered drains are made in a variety of ways, as shown in Fig. 1079, in which I is a perforated drain-pipe of circular or oval section, covered in by stones or earth; 2 consists of two semi-cylindrical tiles respectively above and below a flat tile, the whole covered in by stones or earth; 3 consists of a bed stone and side stones, to form a triangular duct, covered in by stones; a layer of turf, and the filling of soil; 4 shows a drain for tenacious soils, where a shoulder is made to support a coverstone; 5 shows a drain formed by placing stones on top of each other; 6 shows a bed stone, covered in by smaller stones and a filling of soil; 7 drain for peaty soils, which may be covered in with broken stones; 8 shows a drain formed by placing stones on top of each other; 9 shows a flat tile laid properly; 10 a duct formed with a flat tile and an arched semi-cylindrical tile covered in with stones to allow percolation of water; and closed with a cover stone if a flat stone is obtainable; two side stones are placed on either side; finally a flat tile is placed on top which is covered by that which had been removed in digging. Drainage of Land by Pumps (Hassell).
SLIDE Depth (feet) Diameter (inches)
Come gravel sand 6 6
Lime sand with gravel 6 6
Lime sand 6 6
Lime gravel sand 6 6
Lime gravel sand with gravel 6 6
Silt clay 6 6
Silt clay with gravel 6 6
Silt clay with gravel sand 6 6
Silt clay with gravel sand with gravel 6 6
Silt clay with gravel sand with gravel sand 6 6
Silt clay with gravel sand with gravel sand with gravel sand 6 6
Silt clay with gravel sand with gravel sand with gravel sand with gravel sand 6 6
Silt clay with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with gravel sand with grav A diagram showing different types of drainage systems.
Page Number Here (e.g., Page 1) DRAINAGE Earthware pipes are of various qualities as to texture, from a porous material like that of red bricks, to a hard and compact material which is glazed to make it water-light. They are made of various diameters, from 3 inches to nearly 5 feet, and in lengths of from 1 foot to 5 feet. Their chief use is in the construction of sewers, which are usually laid in a trench, either in a straight form, being made tight with cement or with a bituminous macadam. Sewers are constructed by means of a machine called a sewer pipe or sewer pipe. The process of cutting along each side of the cartwayway, and are usually about its inches deep. They collect the surface-water from the road, and discharge it into the side drains through traverse tubes, which pass below the road. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer of sand or gravel on top. The sewer is then filled with earth, and covered over with a layer of gravel lying obliquely from the centre line of the roadway at intervals of 10 yards or thereabouts, and loading with a layer 470 DRAINAGE. main streets. On these central pipes are laid, from distance to distance, street reservoirs sunk be- low the pavement. From the street reservoirs, up and down the street, are main pipes, communi- cating by short connecting pipes with the central pipe. The water which flows through these main pipes are furnished with cocks, so that they can be shut off or turned on at pleasure, like water-mains, and are set at or close to houses, and turned by keys in the ordinary way. The various connections between the house buildings and the central pipe are made in such a manner as to furnish the motive-power by which, when the connections with the houses are opened, all the clients are simul- taneously supplied with water. This water is conveyed through the central pipe to the reservoirs under the central building, and thence transferred by means of a pump to the upper part of the building, where it is distributed among the different rooms. When thus retorted the matter is deposited in a fluid form in barrels, for immediate transport to the country, by means of horizontally-rolled apparatus. With this apparatus, we have our sewers for rain-water, street-drainage, slops, etc., and separate pipes for drainage of the soil. The object of house-drainage is the removal of the refuse with all possi- ble speed. Every device by which any part of it is hoisted or retailed in or about the premises is to be used with great care. To secure a prompt and continuous flow, drains must be smooth linted, must be laid of a proper size, and have sufficient space reserved for them. If they are too narrow or too small, there would be no room for quick discharging. They should also be as narrow as possible, so as to avoid possible obstructions in their course. For house-draining no material is so good as earth; but even earth is not always suitable. In some places it is necessary to use hydraulic cement, will make very good drains outside the house walls; if the soil is firm and not liable to settle. That reason alone will show why it is desirable to use hydraulic cement in house-draining (fig. 1008) or branches should never be used; they always tend to produce an accumulation of solid matter. A joint in a drain should be made of a piece of wood or metal; if it is made of stone, it may generally be replaced to its use by taking a little paint. When being laid, a seam should always be drawn through them, to wipe the surplus cement from the joint on inside, every new pen put into the trench being strong on its line or raised which carries the water, and drawn along. 1008 1009 A frequent mistake is made in laying too large-sized pipes for drains, arising from the notion that small pipes are more likely to be choked. The fact is, that all increases of size above the require- ments of capacity is an actual injury, by diminishing the scouring power of the current; so that if half a cubic foot per second can be carried in a 6-inch pipe, one half a cubic foot per second can be carried in a 3-inch pipe; but if only one half a cubic foot per second can be carried in a 3-inch pipe, then only one half a cubic foot per second can be carried in a 1½-inch pipe; and so on. It is evident that if a house-drain used by some 50 persons, because with this limited flow, the small one would soon become choked; while with a larger one it would remain clear. Hence it is evident that for house-drainage or flushing, a larger size is perhaps needed; but 6 inches is ample, even then for any ordinary house-work. But when we come to consider what is required for house-draining purposes, we find that to attain this result, a 6-inch drain must have a fall of about 1 in 100, and a 6-inch drain must have a fall of about 1 in 1000. Now suppose we have two drains side by side; one being laid upon itself as self-cleaning, whose load with nearly double the above rate of slope—say 2 per 100 for four inches—will carry away all its own refuse; while another drain having nearly double many requirements for sweepings and many branch drains—a 6-inch pipe would be ample, unless rain- water be allowed to enter it; but if it does enter it at all rates of fall, it will become clogged with refuse, by its rate of fall, which is generally limited by local topography; and secondly, by the size of the road to be drained. Hence it appears that for house-drainage purposes both sizes of drain are suitable; but by adjusting the size of the drain to carry this rainfall. In each case the sewage can be practically ignored, for its volume is quite insignificant in comparison with that of the outlet-water. Hence we see that in laying drains we must take into consideration not only their size but also their location relative to other drains and sewers. At first glance it may appear strange that we should lay drains on top of the walls of the house- walls, on the main-house drain, after it has collected all the branches which are tributary to it; and between this drain and the sewer below. Owing to the rigour of our northern winters, all out-of-door drains are here of necessity kept deep in the ground. The best sort of decomposition we can apply to introduce a pipe-line between the house wall and this drain is to put down a layer of sand or gravel over which we can collect solid waste; but a mere depression in the pipe itself; having the same sectional area as the pipe; so that when it rains hard enough to fill up this depression with water (fig. 1010). Such traps may sometimes be forced by the compression of air in the street sewers; especially if those are not well constructed. Hence it becomes necessary to provide such devices wherever they occur; at least, simultaneous relief he from he hole in the trap directly up its side of the house wall or a water *Abridged from the "Seventh Annual Report of the State Board of Health of Massachusetts," 1874.* DRAINAGE. 471 conductor, and above all doorways. The water-conductor itself will not answer for this pur- pose, for the compression of air in the sewer is most likely to occur during a heavy rain, when the water-spouts are fully occupied as such, and are therefore incapable of giving vent to the gas, for which purpose they are provided with a vent-pipe. The water-spout, or the pipe which serves as a man-hole chamber under ground, will answer. (See Fig. 101.) During the winter, when the snow etc., and the vent covered with wire setting in order to pre- vent freezing. The remedy for the settling and breaking of house-drains, when laid on filled land, is by no means simple. Wooden boxes, or wooden pipes, are generally used for this pur- pose, but may answer sometimes for temporary house-drains, but still they are not permanent. In many cases, wooden boxes cannot be fast fixed without opening joints and therefore must be removed at intervals. In some places, such places, the only sure way of constructing a permanently tight house-drain would be to drive a row of piles for its foundation, and then to fill up between them with sand. The sewer is not built upon piles—nor they rarely are—the breaks in the sewer are caused by the settling down of the earth over the compressible mud of these regions. The use of concrete drains pipe all the way to the sewer, with called lead joints, is recom- mended by many engineers. These joints are made so that they are rigidly connected, about as soon as cemented, though having fewer joints, they may break in fewer places. They are certainly no sure remedy for this evil. If a tight flexible pipe could be made, it might answer well enough; but it is impossible to make one that shall be both strong and flexible. Drives within the House: Waste.—The above remarks apply equally to the drains outside of houses. In public drains, however, it is necessary that the sewer should be placed outside of houses. In private drains, however, it is not always possible to place the sewer outside of houses. In such cases, it is necessary to provide a separate drain for each house. This drain should be placed outside of houses where practi- cable, for the reason that fewer points of pipe, and fewer chances of leakage from imperfect work, would result. The material for drains within the walls should be metal in all cases. It is often customary to lay them in brickwork; but this is not advisable. For instance, when the old-fashioned brick drain, as in inferior to lead. Cast-iron pipes, with headed joints, well caulked, are put into brickwork; but after a few years' service they become loose and leaky because of the joints by expansion and contraction of length, will prove satisfactory for a long term of years. If iron is used instead of metal, there is nothing anything can be gained by burying it under the cellar or basement floor; for if it becomes loose and leaksy it will be found very difficult to repair. When he devoted to the subject, he can generally be placed along some wall or partition, or hung from the ceiling or from some other support; but this is not always practicable. In such cases it is necessary to use a drainage of the soil in which a house is built, if it consist of porous sand or gravel, will not require much attention; but if it consists of clay or hard rock, it will require more attention than ordinary land, as in broad plains or valleys-bottoms. When such cases occur, or when the soil is imperi- ous a porous drain-mat must laid; thus four feet deep if practicable; with porous material over is covered with a layer of gravel or sand; and on top of this layer a layer of stone or brick rubble, which disconnects from the sewer. In case no sewers are provided among scattered population, the sewer should be laid in a trench cut through the ground; and then covered with a layer of gravel or sand; if not, the lot is very suitable for building purposes. Bricks are generally considered as being generally made of lead, which seems to be the most suitable material. Its pliability and durability are valuable qualities. The first may be obtained in two forms by sagging, if one well supplied with water; and then by pulling up once per- the iron ones, a common practice in England. The only proper way to make such a joint is to solder a tinned iron or brass ferrule to the outside of the lead pipe; and then to solder another similar ferrule on the inside of the same pipe; against which lead joint can be called in the same way as between two pieces of iron pipe. This lead and iron joint is very strong; and yet it can be easily broken by force; hence it is not used under water-closets, the joint between them and the iron appliance should be secured in the same way. Soldering iron pipes together is done in two ways: either by cold soldering or by hot soldering. Cold soldering con- former form, and afterwards by the seamless process. The first method also consists in using one solder- both are subject to corrosion and sagging, and to being gusted away from its position. Iron is much safer, joint; both are subject to corrosion and sagging, and to being gusted away from its position. Plumbers sometimes connect branch-selvices by T-joints, when it serves their convenience. Joints also sometimes connect branch-selvices by T-joints when it serves their convenience. The Y-joints sometimes require the introduction of another small bend to complete the necessary angle; but this does not lessen the temptation to use the T-joints in contract-work, to save the cost of the bend and its appliances. Rain-water ditches are sometimes built in basementes or outside of houses underground, having their ends open into sewers below ground level. When these ditches are full of water during the sum- mer they may be trapped; but during long droughts our climate may dry up the water-sewer; and allow the sewer to spread out over its bed; but before this happens there will be an overflow from above into the junction of the overflow, and the whole house-sewage is then backed up through the overflow into the cistern. A diagram showing various components of a drainage system. 472 DRAINER There is a value in the grease now thrown away in dish-water which ought to lead to its being collected before going into the water, instead of encountering our house-drains with it to seek an outlet as it does at present. The following plan will effect this purpose. A small brick tank, laid in hydraulic cement, and plastered smooth inside, placed as close as possible to the outside-wall of the house, will receive the grease, and prevent it from running down the drain. The grease shall not clog up the pipe between the two. (See Figs. 1012 and 1013.) For small and medium houses it should be from 14 to 5 feet square on the inside, with the bottom about 3 feet below the surface of the ground, and the top about 6 inches above the ground level, so that its mouth may be so much under water. The inlet should be about 6 inches higher than the outlet-pipe, to allow the grease to collect to that thickness above the waste-line, which is governed by the level of the outlet, without obstructing the mouth of the inlet. The grease will then float on the water, and become en- gaged in the form of a dirty slime, while the water and other refuse matter will sink to the bottom of the tank, and be carried off about 4 feet below the surface. The whole must be so placed as not to freeze. The depth needed for this purpose is not great, but it must be such as to allow of a good flow of water through it. It can be made by placing a small brick or stone on top of a large one, and filling in with earth. A branch drain, serving the kitchen and scullery sinks alone, having its outlet into the principal drain. If more than one sink delivers into it, the tank itself should have a vent-pipe, to prevent the air compression which would occur in such cases. This vent-pipe should be connected with a short pipe leading into the house. If the waste-pipe becomes choked with grease between the sink and case- work, or if any other obstruction occurs in it, a small pipe should be attached to it, which will discharge into a small bowl placed over it. This bowl should be kept filled with water at all times, and should be closed when not in use. A waste-pipe is necessary for each sink. It should be placed at such a point as to keep all the water running at nearly equal pressure. The waste-pipe should be connected with a trap below, together with an air-space between the bowl and the lower trap. It also discharges with a separate trap below, having such a trap in itself, made to meet another similar trap below. The waste-pipe should be connected with a valve box or valve box, adjustable to the actual pressure, so that no separate tank, service-box or valve, or embankment is required. The waste-pipe should be connected with a pipe leading into a small bowl placed over it. This bowl should be kept filled with water at all times, and should be closed when not in use. The valves worked by a lever, so that it is always open until the water reaches the prescribed level in its bowl. The requirements of a proper drainage-system according to Baylis are, that it should be continuous and must be used frequently and frequently flushed; that it should be so arranged as to get out of order; and it must be sealed against the outside of air-currents from the sewer and muliplex. The same action must be taken against foul gases from sewers and from air currents passing through discharging into an uncontrolled sewer connection. Waste offers no effective resistance to the pas- sage of impurities from sewers into drains; hence they must be protected from them. From all sewers and drains in which they form, they will not be held back long as long as there is nothing to pre- vent their escape except a small quantity of water, which will carrygth absorb and be readily transmit them. Words for Reformers... "Dictionary of Towns and Lands," Pompey, London, 1873 ; "Drainage of Towns," London, 1874 ; "The Drainage of Towns," London, 1875 ; "The Work in the Smaller Towns and Villages," Sauge, London, 1875 ; "Sanitary Engineering," Deacon, London, 1876 ; "Water Supply for Towns," Deacon & Co., London, 1876 ; "Engineering Surveyor's Manual," Latham, 1878 ; "Home-Draining and Water-Servicing," Baylis, New York, 1878. DRAINING AND WATER-SERVING MACHINERY. DRAWING-KNIFE. A blade having a handle at each end, as shown in Fig. 1014. It is usually operated in connection with a sharing-house, which holds the knife open while it is being drawn across a piece of cloth or paper. DREDGING MACHINERY. Dredging is effected in various ways--either by drags, or scoops, or rakes, or machines. There are two sorts of hand-drags, one for raising mud from the sea-bed; and one for dredging sand from river-beds or lakes. In both cases a drag is attached to a single flexible handle; of a length proportionate to the depth it is to work in; when this is made use of he man is best made to hold his own head under water; holding the handle A diagram showing a drawing-knife. by the level of the outlet without obstructing the mouth of the inlet. The grease will then float on the water and become engaged in the form of a dirty slime while the water and other refuse matter will sink to the bottom of the tank with earth. A branch drain serving kitchen and scullery sinks alone having its outlet into principal drain. If more than one sink delivers into it tank itself should have vent-pipe to prevent air compression which would occur in such cases. This vent-pipe should be connected with short pipe leading into house. If waste-pipe becomes choked with grease between sink and case-work or if any other obstruction occurs in it small pipe should be attached to it which will discharge into small bowl placed over it. Bowl should be kept filled with water at all times and closed when not in use. Waste-pipe necessary for each sink placed at such point as to keep all water running nearly equal pressure. Waste-pipe should be connected with trap below having similar trap below made to meet another similar trap below. Waste-pipe should be connected with valve box or valve box adjustable actual pressure so that no separate tank service-box or valve or embankment is required. Waste-pipe should be connected with pipe leading into small bowl placed over it. Bowl should be kept filled with water at all times and closed when not in use. Valves worked by lever so that it is always open until water reaches prescribed level in its bowl. Requirements proper drainage system according Baylis are that continuous must used frequently frequently flushed that get out order must sealed against outside air-currents from sewer muliplex. Same action must taken against foul gases from sewers air currents passing through discharging uncontrolled sewer connection. Waste offers no effective resistance passage impurities from sewers drains hence they protected from them. From all sewers drains which they form will not held back long as long there nothing prevent their escape except small quantity water which carryth absorb and readily transmit them. Words Reformers Dictionary Towns Lands Pompey London 1873 Drainage Towns Sauge London 1875 Sanitary Engineering Deacon London 1876 Water Supply Towns Deacon Co London 1876 Engineering Surveyors Manual Latham 1878 Home-Draining Water-Serving Baylis New York 1878 DRAINING WATER-SERVING MACHINERY DRAWING-KNIFE Blade having handle each end as shown Fig 1014 Usually operated connection sharing-house which holds knife open while drawing across piece cloth paper DREDGING MACHINERY Dredging effected various ways either drags scoops rakes or machines There two sorts hand-drags one raising mud sea-bed one dredging sand river-beds lakes In both cases drag attached single flexible handle length proportionate depth work when this made use man best hold own head under water holding handle DREDGING MACHINERY. 473 on the shoulder: and when it is filled they raise it, and, there be any large stones, they are disengaged by means of hooks. One man will raise in this manner, where the depth is not more than 4 or 5 feet, a cubic yard in the course of a day, and sometimes more. The dredging machine consists of a frame, with a canvas bag attached, by passing a cord through holes made in the ring purposely to receive it; that point of the iron on which the cord is passed being called the "pawl." The bag is then filled with water, and the man who holds the bag up raises it into the boat; and while he holds it up, another man who sits in the boat or on the bank, or both, will pull out the cord, and thus draw the water up in a boat or pump are required to manoeuvre it, and in the course of a day they will raise from 18 to 24 cubic yards of water. The bag may be raised by hand, but it is much better to use a derrick in such a manner that it cannot drift. Such a drag allows the water to flow out of it, and retains only the solid matter. The "scraping" kind of spade, or a collection of them, is used for cutting or extracting turf under water, without the necessity of first pumping it dry. This consists of a light iron frame, which is fastened to a long handle. When the handle is closed, the frame is upright, and the handle is open, being formed of four horizontal rods and two vertical ones; these retract the turf as it is cut away. The frame is then drawn back again, and the turf is pulled up. These cutting instruments have a variety of forms given them to adapt them to the peculiar work they may have to perform. The "dredge," or "spud," an open box fixed at the end of a long handle, usually made of iron ; the cutter traverses in a groove, and is worked by another handle; by this the turf is cut and drawn up at one time. Dredging-Machines have been constructed in various ways, and of iron or wood according to the nature of the service. Some machines have been arranged so that the system of chain and buckets should pass through a channel in the middle of the vessel; others with one system on each side; and others with both systems on one side. The best adapted bolsters and engines for dredging purposes are those upon the maine principle, i.e., to cut off all possible resistance to the current. In this respect, however, many objections are invariably applied; but its practice is found disadvantageous to the profitable working of the machine. The bucket-frame must be so constructed as to allow of a variable angle of inclination, and the bucket-frame of sufficient length to lie at a proper angle. Hence the following principles are assumed as the best adapted for working at or about the various specified depths for which they are designed.
Required Power of Engine Length of Chain Frame Number of Buckets Depth of Water in Feet
0 0 0 0
50 0 0 0
100 0 0 0
150 0 0 0
200 0 0 0
250 0 0 0
300 0 0 0
350 0 0 0
400 0 0 0
450 0 0 0
500 0 0 0
550 1/2 ft.
Diagram A.
Description:A.
Diameter of Dredge.B.
Diameter of Chain Frame.C.
Diameter of Bucket.D.
Diameter of Spud.E.
The best requires little or no peculiarity of form, otherwise than that of proper strength. It must be strong, and well put together, or a constant tremulous motion is caused by the action of the machinery, and the proper effect of the machine in a measure destroyed. It must also be of magnitude sufficient for receiving the machinery with a proper clearance for the buckets, 3614. according to the depth of water and different conditions of bottom; but occasionally they are so frequently required. The "scraping dredge" consists essentially of two parts: first, it cuts up and loosens the scarping dredge; in forming river-channels in twofold; first, it cuts up and loosens the scarping dredge; in forming river-channels in twofold; secondly, convey its own stream and deposits it in deep water. Figs. 3614 and 3615 represent these two parts. The upper part is shown in Fig. 3614; it is supported by a heavy buoyant, and is raised and lowered by a hori 3615. A B C D E F G H I J K L M N O P Q R S T U V W X Y Z **474** DREDGING MACHINERY. metal drum actuated by a hoisting engine. In operation the wheels of the steamers are turned back- ward in a direction to drag the scraper across the shoal, the steamers moving stream foremost with the current, and the rear part of the machine being drawn by the engine. When the machine has reached its goal, the scraper is hoisted out of water, and the steamer returns bow foremost to the place of beginning. The steamer was 150 feet long and had of a one measurement, 18 feet wide, 146 feet high, with a bottom 30 inches deep. The machine was 12 feet long, 12 feet wide, and 12 feet high. Single-Decked Dredger—a dredge of this type, constructed by Morris & Cummings of New York, is shown in Fig. 1018. It consists of two parts, a boat or steamer, which is propelled forward from each other side the rods or links extend into a cross-bar, the ends of which work in guides. When this bar is raised, the links are forced apart, and when lowered they are forced together to open from each other, while, when it is caused to descend, the two halves are forced together, and thus cause securely to hold any material contained within them. The cross-bar is made of iron, and is connected to both sides of the machine, each chain being held by an independent barrel. One of these chains is connected to the hoisting engine, and the other to a pulley on the deck of the boat. The bucket is being hoisted is supported by a chain attached to the cross-bar. When the bucket is being lowered, the two parts of the bucket are kept apart. As soon as it reaches the bottom the strait is bought upon the other chain, and then it is lifted up again as shown in the figure, and this part of the machine is closed before it leaves the latter is raised toward the surface of water. The bucket is supported by a pair of horizontal engines, which, by means of a friction-shoe, can be run to drive either chamber at rest. The bucket is hoisted by means of a rope passing over a pair of pulleys on each side of the cross-bar, these poles working through eye fixed near the top of the cross-bar. After the bucket has been hoisted out of water it is discharged into lighters or any other receptacle for the dredged material. **Double-Feet Dredger—** A double-feet dredger is shown in Fig. 1019. The essential feature is the endless chain with scoop-moulds placed in a frame, which may be raised or lowered through a well in the middle of the scoop upon which the apparatus and ma- chinery for operating it rests. The frame is shown in Fig. 1019A. Fig. 1019 represents in detail the construction of a dredging vessel of this description, as it is the ordinary method used in England for removing sand from rivers and harbors for some engineers. A steam-ship leading from the steam-boat on the boiler to the engine. It is a condensing engine of 250 horse-power. The boiler has three fire-tubes, each 2 feet 8 inches in diameter. The engine is constructed with side-booms on the main principle, and the motion is communicated to the fly-wheel shaft by a connecting rod in usual way. It is by fly-wheel, p.p. (Fig. 1019B) that all power is transmitted to all parts of machinery. By means of this fly-wheel shaft, the use of this contrivance being to prevent accidents to the machinery, such as those caused by sudden stops or reverses. In order to avoid such accidents during starting and stopping, the process of driving so as to prevent resistance to motion when starting or stopping, the oil drum or oiler or shovels round inside hoop, and buckets secure to links of chain; but when it comes to stop, without injuring the mechanism, a pin is inserted between two teeth on shaft (A), which will be fast (to), having two strong steps, as shown, and will be driven by fly-wheel shaft (B), with corresponding steps on the wrought-iron ring or hoop. A is a spur wheel, which drives the main shaft (C). B is a pinion wheel for transmitting power from main shaft (C) to inter- mediate shaft, which drives the spur wheel (D), which drives main shaft (E). E is a pinion wheel for transmitting power from main shaft (E) to inter- mediate shaft (F), which drives main shaft (G). The intermediate shafts are provided with corres- ponding gears for transmitting one or both of these powers to other parts of machinery de- pending upon what time required; as m m are con- nected with various parts of machinery. From carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b b from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h h from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e e from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f f from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g g from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j j from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k k from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l l from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; m m m m m m m m m m m m m m m m m m m m m m m m m m m from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o o from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; p p p p p p p p p p p p p p p p p p p p p p p p p p p p p p from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q q from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r r from carriage forming holes or buckets for supporting the buckets-holders independent of the cam- buctator. A n n w s are numbers over whole carriage; s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s s DREDGING MACHINERY. 475 A detailed diagram of a dredging machine, showing various components and their connections. Page 143 of Dredging & Dredge 476 DREDGING MACHINERY. run down of themselves to any depth which is desired, being regulated by a brake attached to the drum. The apparatus for propelling the vessel is fixed on the deck, where there are two curved carriage barrels. By taking two or three turns of a rope or chain round these barrels, one under and the other over, and then pulling the rope or chain with both hands, the vessel will be propelled either forward or by putting both ropes or chains the same way round these barrels, they will both act in pulling the vessel in the same direction. It should be mentioned that there is a friction-shoe placed between the propeller shaft and the propeller, so that when the propeller is revolving, it will not wear the fly-wheel shaft, to prevent the chains or ropes from being broken in case of any obstruction. The bucket-ladder (Fig. 101), is composed partly of timber framing. To give it strength to bear A diagram showing the internal structure of a bucket-ladder dredging machine. Scale.—1 inch = 8 feet. the weight of the buckets with their contents, it is furnished with a cast-iron king-post having two hooks attached to its lower extremity by a single large double forked joint, through which the points and threads of the rope or chain pass. These hooks are fixed at this point on each side of the tie-bolts passing through mugs, cast on the top and bottom carriages at ends of ladder, and are furnished with a nut and screw. The bucket-ladders are made of wood, and are covered with iron plates to lessen slack. There are also two wooden trusses, which take the strain of the framing, midway between its course and at each end of the ladder. This construction enables the machine to carry a heavy weight, at the same time it is extremely light in appearance. The buckets are made of boiler-plate, the back being slightly convex. The bottom plate is con- siderably thicker than usual, and is bent and shaped forward at an angle of about 35° toward the front or line of bucket, for the purpose of retaining the soil and preventing its being spilled during its progress. The buckets are made of wrought iron, and are furnished with a cast-iron handle. Figs. 101 to 103 represent the details of a dredging machine of like construction, built by Messrs. Gowd & Co., Ltd., London. A represents the main frame, B the engine, C the propeller shaft, D the the boiler, and E the engine, both of which of the usual construction adapted to marine purposes. The diameter of the engine is 35 inches diameter, length of stroke 23 feet, number of strokes per minute 44, and power 25 horse-power. The steam is admitted into the cylinder by means of a valve, solely of steam. In effect, the engine will lift from a depth of 18 feet, about 110 tons of mud or clay per hour, or 100 tons of sand or gravel in the same time; but in very hard ground, and intere Google DREDGING MACHINERY. 477 A detailed diagram of a dredging machine, showing various components and their relationships. The diagram includes labeled parts such as "1," "2," "3," and "4," with measurements indicated on the right side. The machine appears to be a complex piece of equipment, possibly used for underwater excavation or construction. DREDGING MACHINERY. mixed with stones, no proper dam can be given. The vessel is moved forward by means of the en- gine, through means of the head- wheels, starting, pitch-wheel, etc., as shown in fig. 1086, and which communicates motion (when m- oviued) to the bucket-frame, and the double-acting winch $F$, and, when the bucket-frame is filled with sand or clay, the vessel is caused to advance at the rate of about 4 feet per min- ute, or 240 feet per minute, and the number of buckets that are lifted is out of space of time. The relation between the movement of the buckets, motion is given to the wheels $C$ and $D$ on the crank-shaft $A$, by the line of shifting $e$, e', e", etc., so that the bucket-frame is moved to the baskets by the lever or wheel $B$, and then made fast upon the spindle $f$, on which the wheel $D$ is mounted. The top or per-tumbler $b$ has a spring, and the bottom tumbler $b'$ is set, so that they may drop into their places, when the buckets is found in practice to work most smoothly. This considerably effects rendered more complete. The bucket-frame is supported by the shaft $f$ as a centre, is also regulated in a proper depth of water by the power of the engine, and the winch $E$ upon the crank-shaft $S$ give mo- tion by means of a lever $g$, made fast to the barrel $r$, round which the bucket-frame passes, as shown distinctly in the figure. On the same shaft with the bewel- lling wheel $E$ is placed a pulley $s$, which gives motion to the wheel $o$; this wheel being turned by a rope (when required) by means of the clutch $t$. The bucket-frame is raised to a sufficient height, and placed at the requisite depth of water, fur- ther progress is pre- vented through disengaging the clutch $t$, and raising the bucket over $r$, and the barrel underlined stationary by means of a stopper $p$. The bucket-frame is 50 feet 4 inches in length, and the number of buckets that are lifted per hour being 364 inches wide, 18 inches broad, 17 inches deep. The frame is of plain iron three-eighths of an inch in thickness. The bucket-frames are made of each bucket, and immediately beyond its formation, an attached piece or cover is attached to its plan so as to form a covering to the joints of the bucket-frames to prevent any injurious effects from the con- stant rubbing against one another of the covered materials; also on the front of the bucket-frames fixed pieces of iron are attached to them, used for the purpose of increasing the strength of that portion of the 1086. 478 DREDGING MACHINERY. 479 bucket, and the better adapting of the same for coming in contact with hard materials; likewise that of being easily removed when required for repair. The links, etc., that connect the buckets, are of wrought-iron; all the joints and pins are case-d with steel and properly hardened ; and rollers are provided for the proper conducting of the buckets along the rails. Drawing at Lake Forest, July.--The machines now in use on the Great Lakes are shown in the drawings presented in Figs. 1054 and 1055, and differ from or- dinary dredging machinery only in that they have a fore part of the vessel which carries the train of buckets, and by the system of transporting the ma- terial to the deck of the vessel. In Fig. 1054, the forward part of the vessel being successively drawn on one side, while the rear part is held still by R R, the lower part of the chain of buckets describes a movement around a vertical axis e, fixed at the stern, and from left to right, and to such an extent that the chain of the arc is equal to the width of the canal. In Fig. 1055, the forward part is drawn on a f, running on rails attached to the forward ends of the two trestles, while the rear part is held still by hanger. These hangers are securely anchored to both sides of the canal by a chain, controlled by winches. The carriage is composed of a double-danged wheel, running on a frame and connecting a bar on each side of the carriage, and a double pulley or horizontal bracket, on which are mounted two pulleys, with semicircular grooves, and running free on their axes. The insertion of these pul- lleys, as well as their rotation about their axes, is under control of a lever. The motion of this carriage is governed by a lever connected with a ratchet wheel, which is driven by a belt from a motor engine. This belt is so arranged that its speed varies according to the various sections given to it in the course of the work. It may be remarked here that, the width and depth of canal being given, the size of the apparatus, whatever practicable, should A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. A diagram showing a large machine for dredging canals. 480 **DREDGING MACHINERY.** be adjusted to the size of the work in such a manner that the axis e should always remain in the centre-line of the work, and the whole width can thus be dealt with continuously. The bottom of the dredge is formed by a large horizontal trough, called the main trough, and placed in the longitudinal axis of the dredge. This chain is moved by drums placed at the ends of a floating bridge U, on which are laid the two wheels above and one below, for the main chain to travel upon. The lower drum is driven by the wheel F, mounted on the shaft, and a A diagram showing a large dredging machine with a main trough, wheels, and a floating bridge. 1053 which motion is imparted from the engine. The endless chain of receivers employs the material excavated on to a similar chain P, placed like the former on a latitudinal girder C, and carried by the two barges B and B'. This chain, situated at right angles to the axis of the canal, employs the mate- rial low on the bank, and is drawn up by a winch D. The material is conveyed into the lower drum shaft, and driven by the portable engine Z. The lattice-girder U, carrying the chain P, is of the form shown in Fig. 1057. The material is conveyed from this chain into a hopper H, which is dis- charged on to the canal bank when the water level falls below the ground level on each side. The following results were obtained per day of 10 hours: The operation whilst working at a drives is estimated to cost about 100 francs per day (about 6.50 mile feet) that the total amount excavated is about 2,000 cubic yards; allowing 25 per cent. for loss, which is estimated to be about 500 cubic yards. **Dredging at Saint-Canal.—The great dredges used in the excavation of the Saint Canal had each a single line of dredge-hoekers, supported at the sides. The iron hula were from 75 to 80 feet long. Two methods of delivering the excavated material were employed. In the first, Fig. 1054, A diagram showing a large dredging machine with a single line of dredge-hoekers. 1054 cluster 250 feet long were sustained by lattice-girders, and supported upon a barge moored parallel to the side of the dredge, upon telescopic frames, so that they could be raised or lowered as pleasure by means of hydraulic hoists, and thus might be inclined at different angles. Rotary pumps in the dredge furnish water for washing out the sand from time to time; and also for cooling down those who slope. An endless chain furnished with scrapers was also made to move along the bottom of the channel whenever it was necessary to remove any obstruction. The second arrangement was a portable inclining railway, Fig. 1057, extending from the dredge or harge upward over the banks, and upon which trucks or trilites carrying the boxes filled with the excavated material were conveyed to their destination by means of an endless chain P. The boxes were hooked on to the trilites as shown in the illustration. **Cycloidal Pumping.—This is another application of a centrifugal pump to dredging purposes, used in Holland. The pump is bolted to the side of the dredger, and is deter- mined at its natural position by means of a float attached to it. It draws water from beneath the top for the admission of water, and the other on top for regulating the entry of the materials to be transported. On top of the pump is placed a cylinder or reservoir to receive, by means of a valve, the stuff being pumped; and this cylinder is connected with a pipe which leads into the hula fitted with buoying-rings to enable them to float, and connected by leather joints, those immediately following the dredger being arranged on the same principle to admit of their free movement in DREDGING MACHINERY. 481 A large machine with a long arm and a scoop-like device at the end, positioned over a pile of earth. The arm is connected to a central structure by a series of gears and levers. The scoop is lowered into the pile, scooping up soil or sand. The arm then rotates, moving the scoop away from the pile and depositing the material into a container below. 1087. any direction. The action is as follows: By the revolution of the flyer $d$, a rapid stream of water is maintained through the pipes into which the dredged stuff is admitted through the pump by the A diagram showing the mechanism of a water jet dredger. A vertical pipe with a valve at the top is shown. Below this, a horizontal pipe with a valve at the bottom is shown. A third pipe runs vertically from the top of the first pipe to the bottom of the second pipe. A fourth pipe runs horizontally between the two valves. A fifth pipe runs vertically from the bottom of the second pipe to the ground. A sixth pipe runs horizontally between the two valves on the ground. A seventh pipe runs vertically from the top of the first pipe to the ground. A eighth pipe runs horizontally between the two valves on the ground. A ninth pipe runs vertically from the bottom of the second pipe to the ground. A tenth pipe runs horizontally between the two valves on the ground. A eleventh pipe runs vertically from the top of the first pipe to the ground. A twelfth pipe runs horizontally between the two valves on the ground. A thirteenth pipe runs vertically from the bottom of the second pipe to the ground. A fourteenth pipe runs horizontally between the two valves on the ground. A fifteenth pipe runs vertically from the top of the first pipe to the ground. A sixteenth pipe runs horizontally between the two valves on the ground. opening on the top, and is thus rapidly mixed and carried to the delivery at the opposite end of the pipe, where the heavier materials deposit themselves in nearly level beds. Air-Jet Dredger.—Another mode of raising sand, silt, etc., most used is by an exhausted receiver in A diagram showing a water jet dredger in operation. A large barge is shown with a water jet attached to its side. The water jet is connected to a pump on board, which sucks water from a reservoir below it. The water jet sprays water onto a pile of sand or silt, causing it to be lifted and deposited into a container below. The barge moves slowly forward, allowing more sand or silt to be lifted and deposited. the barge, connected by an adjustable pipe and flexible connections with a spout which is adapted to suck in the water required for each stroke while it rests, and discharge it into this reservoir for removal and subsequent discharge at the lower valve. The steam jet or ejector has also been proposed; it differs in no substantial respect from the water-jetor. 13 483 **DREDGING MACHINERY.** The **Pneumatic Excavator** — As employed during the construction of the Tay Bridge, Scotland, this apparatus consists of four wrought-iron drums or tanks, A, B, Fig. 1081 a, mounted upon a tarpaulin, and connected by means of a flexible pipe, D, with a discharge-pipe, E, which is fitted with a hinged bottom, opening at e, through which the materials are discharged. The discharge-opening e is pro- vided with a door c, made tight by a ring of India-rubber, secured between two circular iron disks. The machine is worked by steam power, and the doors c are opened and closed by hand-lever A fixed on a cross-shaft. The A diagram showing the operation of the Pneumatic Excavator. A diagram showing the operation of the Pneumatic Excavator. A diagram showing the operation of the Pneumatic Excavator. A diagram showing the operation of the Pneumatic Excavator. pipe p passes through the cover of each tank A & B. Both pipes p are connected with a three-way valve, the one branch being connected to the air-pump F, and the other branches to the two tanks A and B, which are in communication with air-pump. In the interior of each tank, and immediately below the mouth of the pipe p, is placed a revolving frame-work, consisting of two horizontal bars r, which are secured to the over of the tank. A disk of India-rubber is secured to the upper surface of each bar r, so that when the valve is open, and air is admitted into the tank, the block become partly immersed, it floats; and if the influx continues, it is raised until it closes the pipe. An indicator b shows the height of water in each tank. The other branch of pipe p is connected with a curved pipe q, which is attached to the trunk F, Fig. 1081 b, and is placed in such a position that its lower end can be lifted out of the tank A or B by means of a lever h, which is provided with a non-pipe, and which may be moved easily to any desired position. The action of the apparatus may be described as follows: One of each tank A or B is filled with water by admitting air from the air- pump F into both tanks. In the other tank the valve e is closed, and communication with the air-pump is shut off by the three-way valve. The water in each tank is then drawn up by means of a pump G into the tank A, and the mud, gravel and matters associated with water are sucked into each tank by means of a vacuum created by admitting air into the tank A, F flow into tank. When the tank is sufficiently filled, the water is allowed to escape through a valve d into trunk F, with which it communicates. The air from trunk F enters with the air-pump, and air is admitted to the interior of the tank by unladed valves e. The valve e now close. The door c is opened by hand-lever A. The material in each tank is then drawn out by the three-way valve may be first used to fill while other tanks are discharging; or it may be used to draw mud from river beds or lakes; or it may be used to fill the two tanks before opening the cover c, whereby a partial vacuum is at once formed in each tank B. The two tanks are then filled with water by admitting air from trunk F into both tanks. By admitting successively great depths, a jet of compressed air may be admitted into the mouth of the forward suction- pipe by a pipe shown by dotted lines V. Two men and a boy are required for each tank, and the quantity pumped per hour varies from 500 to 1000 cubic feet. Fig. 1081 represents a circular radial dredging machine designed by Mr. W. H. Kinipple, C.E. for dredging rivers and harbours. It consists of a circular vessel having a round well or hopper, and a revolving framework carrying the engines, which are driven by steam power. The vessel has an open bottom, but it is covered with a metal plate or screen, which is screwed into bottom of sea or river, at any spot where dredging operations are to be carried on. The pile is built, and is filled with water to hold its descent by weight; the water is pumped out to form a vacuum in its interior; and as long as this exists there is freedom for oscillation in a moderate sea. There are two revolving arms carried by legs, which are lowered down to bed of sea. These provide additional moving power beyond A diagram showing a circular radial dredging machine designed by Mr. W.H. Kinipple. DREDGING MACHINERY. 483 out obtained by the centre screw-gills, and are for the purpose of giving a rotary motion to the dredger when it is at work. On the deck of the hull, at the outer margin, is a rail, on which the radial dredging machinery revolves or travels. There are two radial bucket-ladders, which, when engaged with the buckets of the dredger, will apply to the earth, and cause it to be drawn up into the hopper. A diagram showing a dredger with a rotating mechanism and bucket-ladders. The travelling framework supporting the radial ladder may be secured in a fixed position to a quay or shore, and the hull of the dredger made to revolve, while one bucket-ladder is working radially and loading the hopper, and the other is unloading the hopper and discharging the dredged materials into an embankment behind the quay. 484 DRESSER. DRIFTS. See Corrosion-Removing Machinery. DRIFTS. Of drifts there are two kinds. One is a smooth, round, conical pin, employed by boiler-makers to make the punched holes in boiler plates come fair, so that the rivets may enter. This is termed a "drift" in the trade. The other kind is a long, thin, pointed piece of metal, which makes the strength of the plate at the narrowest section of metal, namely, between the hole and the edge of the plate, equal to that of the rest of the plate. This kind of drift is used in making holes in boilers, and is not deemed compatible with good workmanship, and hence its description is omitted. Of either kind of drift, the most important parts are the point A, which is the cutting-edge, the width and thickness of C and B being reduced so that the sides of the drift may clear the sides of the hole. The points are fixed at A and B to suit the required hole, and tempered to a keen point by heating them over a fire and then driving through with a hand hammer, cutting a clean and true hole. Care must, however, be taken that they do not become too hot before being driven into place; otherwise the end lead, and to strike the punch face and even; otherwise a foul blow may break the drift through the section at A or B. The point A is made to cut cleanly across the edges of holes, for which purpose it is very serviceable and strong tool. It must be freely supplied with oil while in use. For deep holes, a drift requiring to be very straight, true, and smooth, the drift represented by Fig. 103 is used. The breadth and thickness of the section at A is made to suit the shape of the keyway or slot required. The whole body of the drift first fixed up, true, and smooth, in the required size and shape; the serrations forming the teeth are then fitted on all four sides, the object of cutting these diagonally being to preserve the strength of the cross-section at A (Fig. 104). The teeth may be made flat (that is, closer together) for very fine work; their depth, however, being preserved by means of a file or chisel. In this case it will be found convenient to have one end of each tooth made as shown in Fig. 104, which will give room for the cutting, and will leave the teeth sufficiently sharp for fine work. When this method is adopted for any particular job, after striking each tooth with a hammer, it will still pass through the hole, since this drift is intended to pass clear through during work. The method of using this tool is as follows: The hole should be roughed out so very nearly as possible to require size, leaving but a very little bit to be taken out by the drift; whose duty it is not to remove a mass of metal from one side only; but to cut away a little from every part equally. After this drill may be driven in lightly once or twice, and then withdrawn, which will serve to mark where metal requires to be removed. Then drive in again until it has passed through half way; then withdraw again; the work should be bedded upon a block of iron or lead, and oil supplied to both the hole and the drift; the latter is then driven in care being exercised that the drift is kept straight in both directions; if necessary it should be held steady by another person. When all this has been done, take out any piece which may be detached by the drill making too little progress, or by the blow on the drift causing solid, so that it cannot pass through. Then drive in again carefully until it has passed through half way; then let go; and drive in again freely; and so drive in until all is done. The drill inserted and driven in as before; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all is done; then drive out again carefully until all is done; then drive in again carefully until all isdone **DRILLING AND BORING MACHINES.** 485 done by the direction in which the hammer travels. When it is desired to cut a very smooth hole, two or more drills should be used, each successive one being a little larger in diameter than its predecessor. Drifts slight in cross-section, or slight in proportion to their lengths, should be tempered with a file before use, so that they will not become blunted by friction when cutting through a bright purple. For cutting out long narrow holes the drift has no equal, and for very true holes the drill is superior. It must, however, be very carefully used, as a consequence of its liability to break from a jarring blow. **Boring Machines.** Lathe Tools, Drills and Boring Machines. Drilling machines are similar to lathes, but differ from almost every other operation in metal-cutting. The tools, instead of being held and directed by guides or spindles, are supported by the machine itself. The drill is a slender steel rod, pointed at both ends. The pointed drill is capable of withstanding a greater amount of strain upon its edges, and rougher use, than any other tool. The drill is mounted on a spindle which revolves about a point on the edge of the bed. The feed mechanism consists of a screw which moves the drill up and down, and also allows the spindle to press them to the center, instead of to tear them away as with other tools, allows drills to be used even when they are improperly shaped or improperly tempered, and even when they have been damaged by hard usage. Drills are made in various sizes and are per- Google ained to drilling are now removed by machine-made drills, which are manufactured and sold as an article of commerce. These drills are made in various sizes and shapes, and are used where large ones are in use, make true holes are more rigid than common solid-steel drills, and will drill to a considerable depth without becoming dull. In this country the drilling machines are generally made by American engineering establishments consisting essentially of a spindle arranged to be driven at various speeds with a movement for feeding the drill; a firm table set at right angles to the spindle and arranged with two sets of parallel guides for holding the work in position while it is being drilled. The simplicity of the mechanism required to operate drilling machines is such that it has permitted various modifications to be made in order to suit particular purposes. These include single-drill machines, multiple drills, and others. The fact that America is the American and European practice in constructing drilling machines stated in general terms, is that in this country both are moved forward in proportion to the speed of the drill; the changes as to speed are the same, but on a different scale, and the tools are driven into each other with less force than those used in Europe. This difference is due largely to the fact that in American engineering establishments there generally provided drilling machines of vari- 1064 With few exceptions, the driving gearing of American drilling machines approximates to the two types illustrated by the diagrams Figs. 1064 and 1067. Fig. 1068 shows a method of engaging the spindle gearing in the frame of a drilling machine similar to that shown in Fig. 1067. The shafting is arranged so as to fit into the teeth of a double spur gear $a$, and when rotated per- 1065 The form of framing shown in Fig. 1068 is symmetrical, and affords a good opportunity for mounting feed and back gearing on the shaft $c$. In Fig. 1067 the most novel feature is the adjustment of the spindle $e$ through the bearing at $d$. This is peculiarly of custom-made drilling machines; its A diagram showing a drilling machine's components. Engineering, vol. 19. DRILLING AND BORING MACHINES. value in a practical way depends somewhat on the character of other machine tools in a workshop, and also upon the kind of work to be done. Such machines have a double adjustment for depth; the tables are arranged to be raised or lowered a distance of 2 feet or more, and the spindle adjust- ment is so arranged that the drill can be raised or lowered a distance of 3 inches. The main shaft is generally mounted on the main frame beneath the shaft $s$, so that the table can be move- ably adjusted up and down by means of a screw, and the drill can be raised and lowered by means of a lever. The headstock is usually mounted on the main frame, and the spindle rests on one or two washers of brass or steel at $o$, and projects within the cupping or collar $e$ on the spindle $e$; by this arrangement all shown out by centrifugal force is arrested by the action of the spring $b$, which is attached to the end of the spindle $e$. This spring is made of soft iron, and has a large free surface. Fig. 1089 shows another device for feeding drilling-spicules. Here $a$ is a sleeve sliding through the bearing $b$ by means of the rack $c$, and a piston at $d$ inclined within the bracket $m$. The piston $d$ is connected with a lever $f$ which is attached to the handle $g$. The sleeve $a$ is made of cast iron, and its side are compensating collars. This washer of anti-friction material is placed between the end of the sleeve $a$ and the spindle $e$. The brass collar $h$ is attached to the cam-weights, and acts upon the sleeve $a$ of a manner similar to that of the spring $b$, but instead of being suspended in a former place. This arrangement is in some respects not as advantageous as the old and simple device shown in Fig. 1087, because it requires more space than the latter, and it is necessary to hand-wheel $a$ can be placed at the side or in front as may be preferred, and the power required by the previous method is less. In order to avoid this difficulty, another form of device has been invented, wherein the wheel has an internal thread. This mode of rotating thrust is in practice all that is needed. The sleeve $a$ is made of cast iron, and its side are compensating collars. This washer of anti-friction material is used, so that a joint of this kind constructed of good material is durable and reliable. 1048 1048. Fig. 1048 shows an arrangement in which a sleeve $a$ is placed over a spindle $e$, which is supported by a circular shell or sleeve flanged on both sides and formed into a rack. This sleeve $a$ is driven by a hand-wheel $g$, which revolves about an axis parallel to that of the spindle, as shown by dotted lines. At the top of this sleeve there is a lever $f$, which acts upon a lever $h$, which in turn actuates a lever $i$ attached to the handle $j$. The lever $i$ acts upon a lever $k$, which in turn actuates a lever $l$. The lever $g$ acts upon a lever $m$, which in turn actuates a lever $n$. The lever $n$ acts upon a lever $o$, which in turn actuates a lever $p$. The lever $p$ acts upon a lever $q$, which in turn actuates a lever $r$. The lever $r$ acts upon a lever $s$, which in turn actuates a lever $t$. The lever $t$ acts upon a lever $u$, which in turn actuates a lever $v$. The lever $v$ acts upon a lever $w$, which in turn actuates a lever x. The lever x acts upon a lever y, which in turn actuates a lever z. The lever z acts upon a lever aa, which in turn actuates a lever bb, which in turn actuates a lever cc, which in turn actuates a lever dd, which in turn actuates a lever ee, which in turn actuates a lever ff, which in turn actuates a lever gg, which in turn actuates a lever hh, which in turn actuates a lever ii, which in turn actuates a lever jj, which in turn actuates a lever kk, which in turn actuates a lever ll, which in turn actuates a lever mm, which in turn actuates a lever nn, which in turn actuates a lever oo, which in turn actuates a lever pp, which in turn actuates a lever qq, which in turn actuates a lever rr, which in turn actuates a lever ss, which in turn actuates a lever tt, which in turn actuates a lever uu, which in turn actuates a lever vv, which in turn actuates a lever ww, which in turn actuates a lever xx, which in turn actuates a lever yy, which in turn actuates a lever zz, which in turn actuates a lever aa', which in turn actuates a leav the drill is automatic. This machine weighs 132 lbs., and has dimensions 15 inches wide by 26 inches deep by 30 inches high. Fig. 1044 exhibits the construction of a cold-heading machine made by Messrs. H. W. Smith & Co. The framing d consists of solid casting attached to the nodeplate t' and on the upper portion e bracket b cast, which serves to carry the outer ends of the cone-spindle and backstop A diagram showing how to feed drilling-spicules. 1048 DRILLING AND BORING MACHINES. 487 spindle of the machine. Upon the spindle see the driving-spine $A$ of three speeds, the spur-wheel $C$, and the bevel-pinion $D$. The speed-cord $B$ is loose upon the shaft, and only communicates motion to it by means of the spur-wheel $C$, which is keyed upon the spindle, and to which the cone can be attached by means of a key, as shown at $X$. The cone is a conical piece which carries the wheel $M'$; this in turn gives motion to the cone-pinion $N$, which is fast upon the end of the spindle, and thus communiates motion to the cone-pinion. This arrangement is in every respect the same as that used on the lathe, and serves the same purpose. The wheel being removed, the cone being driven, and the cone-pinion revolving with the spindle to revolve in consequence of its attachment to the fast-end of the spindle, at the same time gives motion directly to the bevel-pinion at the end of the spindle. This again gives motion to the wheel $M'$ on the drill-spindle $O$, which is free to slide vertically in the case of one speed, but at the same time it is prevented from revolving by a stop-piece $P$, as shown at $Y$. By this means three different speeds may be communicated to the drill. But let the back-space be in position as shown in Fig. 1044, and let the stud-pin be removed from its attachment, then by loosening from its attachment with the hand, and allowing it to move freely, being communicated to it will not drive the shaft directly as before, but will drive it at a rate of $N'$ per minute, so long as it will give motion to it. Let now another cone be attached to the same spindle with the piston $F$, and let it revolve with it, making the same number of revolutions per minute as does the first cone. In this way, by varying the speed of each cone, any desired velocity may be varied as before, by placing the bolt or key between them and moving the speed-cord. Behind the pinion $E$ there is a recess cast in the framing, to allow it to enter when the working wheels are to be thrown out of gear; and it may be remarked that this speed-gear is only required to be in action when the machine is employed in boring holes below its lowest limit of travel. The lower end of the spindle has a hollow boss, which is turned, and fitted into a brass collar in the lower branch of the carrying-bracket, as shown at $Z$. The upper end of this boss is guided by a collar similar to that on its lower guide. The upper end of the spindle is at the same time guided in a collar similarly fitted into the top of the drill-spindle. The lower end of this boss is connected with a screw-rod (in drawing it is shown at the lowest limit of its travel). To the top of the drill-spindle is attached the back-wheel $H$ by a jointed lever and guide-link, which embraces the top of the spindle and moves it up and down. The back-wheel consists of two parts; a large screw-nut, in a socket cast in its bracket, by means of a bolt, a ruff forged upon both ends of the screw-nut, and a small screw-nut between these two parts. In order that it may revolve about its length; it is there embraced by two screw-wheels $J,J$ between which it turns, and which serve the purpose of a nut to feed down the spindle in the operation of drilling. A diagram showing a drilling machine with various components labeled. 1044 488 DRILLING AND BORING MACHINES. $K$ is the table upon which the article to be bored rests, and to which it can be firmly held down and adjusted by $T$-headed bolts and glands in the usual way, when thought necessary. The table is so shaped that the article may be placed on it in any position, and yet remain in its place without being moved by the motion of the machine. The table is itself supported upon the sole of the large carriage-bracket $L$, which has a vertical slid ing motion, and is raised or depressed by means of a hand-crank attached at $U$. The table has a double movement, one side of the sole being fixed, while the other is capable of sliding up and down in the direction of the length of the table. The feed of the tool during the operation of boring is obtained at $V$, which is a screw, having a nut at each end, and is turned by a hand-wheel at $W$. This forms the chief novelty of this machine. On the axis of these wheels are placed two pulleys, the circumference of which are made equal to each other. These pulleys are connected with a belt running between them, and this belt is used to transmit power from the motor to the spindle. It will be obvious that, since the machine is moving, if the pulleys are prevented from revolving, the wheels $V$ will remain at rest; but, as soon as part of the difference revolving between them is overcome, they will begin to revolve together. In this case the spindle must thus be produced equal to the speed of rotation of the wheels $V$, and this is accomplished by making the friction-collars simple enough to cause the wheels $V$ to revolve on their axis through an angle equal to that required for their revolution of one revolution of the spindle. Now, between these extremities any amount of feed or downward pressure may be applied to the article by simply retarding the motion of the wheel by turning it in one direction or another. Thus, by means of these small pulleys on their axes for the friction collar, we have secured a means entirely independent of the motion of the wheel, and at the same time greater than to allow a tooth to pass during a given interval. The friction-collars are made so that they shall produce no appreciable resistance to the friction-collars. Thus, any degree of feed can be obtained by means of the resistance of the friction-collars. Fig. 1045 represents a patent double-speed vertical drilling machine invented by William Bement & Co., Philadelphia. This has a square column and headstock, both of which are driven by a motor operated by power. The table is moved vertically by a lever operated by hand. The carrying table is provided with a bearing to hold the lower end of the boring bar. The drill-shaft is driven by a belt from a motor and takes power from always in gear, but not into use until it is driven by a belt only, producing a particular smooth motion for small holes. When larger holes are required, either because of size or because of speed, then it becomes necessary to change gears. There are two sets of gears in this machine, one set being for small holes and under in motion, has its spindle driven by belt only, but is provided with back-gear to be used when large holes are required. For small drills, the power feed was used in boring holes smaller than 1 inch diameter; for larger holes it was used successfully, and at less time than would have been required otherwise. **Radial Drilling Machines—A radial drilling machine by William Bement & Son of Philadelphia** is illustrated in Fig. 1064. Upon the inner end of the radial arm is formed the sleeve $A$, which is shaped like a cylinder with an opening at one end. A hole is bored through this sleeve $A$, which is tightened by the clamping bolt $C$, a slot being cut for a few inches at its lower end so as to admit of the necessary adjustment for changing gears. The sleeve $A$ is fastened to the frame by means of spindle to face or column, with either plate or both plates being fastened to it. The sleeve $A$ is provided with two sets of gears: one set for small holes and under in motion, has its spindle driven by belt only, but is provided with back-gear to be used when large holes are required. For small drills, the power feed was used in boring holes smaller than 1 inch diameter; for larger holes it was used successfully, and at less time than would have been required otherwise. The connection between the upper horizontal shaft and the drill-spindle will be readily understood from Fig. 1065. The upper horizontal shaft is carried on two bearings at $P$, and has two arms extending outwards from it at right angles; these arms carry two pulleys $X$, one pulley $Y$, one pulley $Z$, and two lever-guards $A$, and lever-worm wheel $O$. The last carrying a pulley which works in each tooth $T$. DRILLING AND BORING MACHINES. 489 The teeth of this rack are cut on the flatted side of a steel cylinder sliding vertically in a suitable bearing. A rod rigidly attached to the spindle passes through its whole length, and has at its upper end a collar and nut for close vertical adjustment. The worm at $O$ is capable of a horizontal movement either upwards or downwards by means of a screw, which is driven by the hand-wheel $A$. This horizontal movement is made by the lower end of the small vertical shaft, which has at bottom the handle $R$, with a convenient grip for the work man. The here-wheel at $A$ runs loosely on the same shaft, but can be caused to carry it by a quick-acting lever, operated by an internal rod ending in a knob below the hand-wheel. The commonest form of the rack is one of a lever, the inner end of which is fixed to the top of the small vertical shaft, which has at bottom the handle $R$ with a convenient grip for the work man. The here-wheel at $A$ runs loosely on the same shaft, but can be caused to carry it by a quick-acting lever, operated by an internal rod ending in a knob below the hand-wheel. The commonest form of the rack is one of a lever, the inner end of which is fixed to the top of the small vertical shaft, which has at bottom the handle $R$ with a convenient grip for the work man. The here-wheel at $A$ runs loosely on the same shaft, but can be caused to carry it by a quick-acting lever, operated by an internal rod ending in a knob below the hand-wheel. This horizontal movement is made by the lower end of the small vertical shaft, which has at bottom the handle $R$, with a convenient grip for the work man. The here-wheel at $A$ runs loosely on the same shaft, but can be caused to carry it by a quick-acting lever, operated by an internal rod ending in a knob below the hand-wheel. The worm at $O$ is moved out of gear by turning the hand-wheel $A$. When the worm is in gear, a slow vertical movement may be given to the spindle by turning the handle $R$ into engagement with the clutch $S$ into place. When this engagement is made, the feed motion becomes automatic. The table is provided with two slides, one for each side of the column, so that both its horizontal and perpendicular positions can and be securely held in any position desired by the clamping-levers $T$. By a piston in each slide, and by means of levers in teeth turned in the stem $J$, it can be raised or lowered. The table can also be rotated as desired, and clamped in any position desired. The body consists of a cast-iron and slotted base-plane $G$ for holding work too large for the small table. **Multiple Drilling Machines.—Of this class of machines there are many designs, each adapted to its particular purpose. In all cases they consist essentially of a single spindle driven by an electric motor or steam engine. In machines employed for heavy work the spindles feed down through the work while, when light work is done, they are fed up from above. In these machines there is only one single feeding motion to the table on which the work rests, instead of requiring a feed-motion to each spindle separately as in ordinary drilling machines. The machine shown in Fig. 106 is manufactured by Hartford Co., Conn., under their name "The Hartford Multiple Drill." It consists of four drill-spindles to drive them, the pulleys on the main spindle being marked from 1 to 4, and the corresponding pulley on each drill-spindle being marked from 1 to 4. The distance between these pulleys varies according to size of work required; thus when working small holes in thin metal sheets, where only one hole is required per sheet, the width apart of the spindles may be varied in case of necessity. The speed of the machine is varied by means of a belt-driven pulley on one side of it. The table is raised for feeding either by handle $B$ or by foot-cradle $C$, the weight of each slide being carried on two wheels. Fig. 106 represents an improved multiple drill of English construction. In this machine the main driving-shaft is formed of a large steel series. When more than ten spindles are employed, this series is divided into two parts (see Fig. 107), one part being used for feeding down for one side, and another part for feeding up from above for other sides. This screw engages with as many worm-pulleys as there are spindles required to drive them. On account of this arrangement it is possible to vary considerably in size of line of driving-screws; the spindles may be adjusted to a pitch of $\frac{3}{4}$ inches, although the pinions are nearly always $\frac{1}{2}$ inch pitch. The pulleys are mounted on cast-iron plates which are bolted to frames which hold the spindles in place. The pulleys have feather-keying taking into grooves on the spindles, which latter are fed up and down by screws working in nuts or worm-wheels as shown. These worms-wheel are driven from above by a belt from an electric motor or steam engine; they give each side its own separate feed-motion. Each screw is fixed at its upper part with a bush (provided with feather-key) mounted from revolving and worked up and down by the worm-wheel or nut. When the brake is released, the screw lies in reserve with this nut without rising or sinking; or it may be raised or lowered, 106 A diagram showing a multiple drilling machine. 107 A diagram showing how multiple drilling machine feeds are controlled. 490 **DRILLING AND BORING MACHINES.** independently of the other spindles, by a removable hand-wheel fixed on a spur at its upper end. The lower ends of the spindles are bored out parallel, and the shanks of the drills are turned so exact as, this being found to be the best method of insuring the truth of the drill. When all 1847. 1865. 1865. system is adopted, no templating or centering of the holes is required, as every drill will start its own hole with perfect accuracy. A one-sided cutter passes through the socket, and when driven up through one side of the hole, it will cut off the other side without stopping the machine. A four-spindle boring machine, designed to drill holes in the arc of any circle from 13 inches radius up to a straight line, is represented in Fig. 1949. This machine is of special use for drilling the flanges of fuse-tubes when made with flanged or "Adamson" joints ; it will also drill the holes in the edges of boiler-plates before they are bent, either in a straight line or in the arc of a very large circle, such as is required when a boiler is made with "following joints," where each ring of A diagram showing a machine with multiple spindles and a central gear system. A close-up view of a machine's internal components, including gears and shafts. A detailed view of a machine's internal components, focusing on the gears and shafts. A diagram showing a machine with multiple spindles and a central gear system. A close-up view of a machine's internal components, including gears and shafts. A detailed view of a machine's internal components, focusing on the gears and shafts. A diagram showing a machine with multiple spindles and a central gear system. A close-up view of a machine's internal components, including gears and shafts. A detailed view of a machine's internal components, focusing on the gears and shafts. DRILLING AND BORING MACHINES. 491 plates form the friction of a cone. The spindles are adjustable from 4 inches to 8 inches apart, and the two outer spindles are adjustable at right angles to the main frame, so that all four will coincide with the desired curve. The work is carried on a rising and falling table, which sinks low enough to admit a spindle to turn its tangent, and is raised by the handle to obtain a level starting. A machine for drilling and boring. 1051 cross-arms upon which the cylinder or feed section revolves, until drilled all around the flange. For drilling plates a traversing apparatus is fitted to the table, as shown in the end view. Two pieces of wrought-iron, called links, are used for bridge-work, it is desirable, in order to insure accuracy in length, to bore the holes for these links into the bar before boring them. For this purpose round and link-boring machines are made, each having a bar which can be adjusted to or from each other, to suit the required length of link. The drilling ma- chine is provided with a pair of cross-arms, one as to permit the links to be put in place from one side of the machine, and the other from the other side of this machine. The driving is ef- fected by means of a hand-wheel, a pedal, pulley, and around a drum on the spindles. The cutters used in this machine are kept out by means of a lever placed over the cen- tre of the spindle. In the link-boring ma- chine there is a bar similar in shape to wrought-iron, and can slide freely on the wrought-iron bar, being the same as the extension of the link being bored, hence uniformity in the length of link. Horizontal Drill.—The introduction of small horizontal drills has been found prac- tice calling for some ready means of quot- ing during drilling operations. For engines only 5 inches, for engines of 10-inch stroke, the horizontal drill (when-quartering machines) represents an improvement over that demon- strated by Messrs. W. Sellers & Co., as it as- sures uniformity in depth of cut by means of crank, and to bore either for right or left-hand holes. The crank is attached to both spindles are outside of the wheel, and bore both crank-holes at the same time, each spin- dle being driven by a separate belt. There is also an adjustable automatic feed, so as to rough out both sides of the hole before commencing food and light cut. This wheels on their axis are carried on a bar which is held rigidly in place, while the cen- ter control position of axis only; thus insures uniformity in depth of cut. The automatic feed acts as a horizontal drill for other purposes. For very small work there is now presented Thorne's portable drilling machine, which is especially adapted for drilling all pieces which are inconvenient to move, or which cannot be readily placed under power. It consists of a frame with two arms carrying two spindles at any dis- tance, and in any direction from the power. The driving apparatus is so arranged that the round both which drives the machine passes through the centre of a hollow rod, enabling the power to be 492 DRILLING AND BORING MACHINES. taken off in any direction, while the weighted idler keeps the bolt tight at whatever distance the machine is worked. The machine is intended to be bolted or clamped by its base to the piece being drilled. It is also provided with a handle on the arm, which can be used to turn the drill bit by one hand and handle on the arm. The arm can be swung in the pillar as a centre by means of a worm and tangent wheel, thus providing definite adjustments in every direction. The spindle-frame swings in ball-and-socket joints, so that the drill bit may be set at any angle required. The head of drilling is in a vertical position. The whole of the machine, including the post, can be drawn out of the working position by means of a lever, and then retracted into the working position again, parallel with the base. The feed-motion is self-centering and variable. (See also the Slow flexible shaft drilling machines.) **Power Required for Head-Drilling Machine.** In drilling machines the power required to remove a given weight of material has been found to be greater than in planing machines. This result is due to the fact that in drilling, as compared with planing, a much larger proportion of the work done is cutting than in planing. In drilling, when the shavings are tough and the holes small. In fact, in the case of small holes the loss of power from this cause is considerable. In addition, in drilling, owing to the difficulty of obtaining a uniformity out of consideration, and the formula for calculating the power required be based only upon the diameter of the hole, and two coefficients having values depending upon the material treated. The formula in question is of the form $P = \frac{m}{d^2} + \frac{n}{d}$ where $m$ and $n$ are two constants, and $d$ is the diameter of the hole in inches. For example, in a machine of drilling machines P. Hartig and Drescher (the results of whose experiments are quoted) state that for 100 pounds of material reduced to shavings as the unit of comparison; and denoting the volume thus reduced in cubic inches per hour by $v$, we have $P = \frac{mv}{d^2}$. For example, for a hole 3 inches deep and two-thirds of an inch in diameter and about 2 inches deep, P. Hartig's power required: For cast-iron drilled dry, $P = q(0.0168 + 0.0087)$ For wrought iron drilled with oil, $P = q(0.0168 + 0.0089)$ For ordinary drilling machines by the following formulae: For cast-iron drilled dry, $P = q(0.0064 + 0.0035)$ horse-power. For wrought iron drilled dry, $P = q(0.0064 + 0.0039)$ horse-power. For drilling machines with gearing for the drilling fluid, $P = 0.0075 + 0.0015$ horse-power. For ordinary drilling machines with internal gearing, $P = 0.014 + 0.0015$ horse-power. For radial drilling machines with intermediate gearing, $P = 0.04 + 0.0015$ horse-power. If, for example, we have a method of construction with $a_1 = 189$ and $b_1 = 39$, then $P$ will equal $0.625$ horse-power. **Boring Machines for Metal,** boring as distinguished from drilling, consists in turning out annular holes to true dimensions; while the term drilling is applied to perforating or sinking holes in solid metal or other materials by means of a drill bit or similar tool. In boring, all their edges on the material; while in drilling, the cutting edges are guided and supported mainly from their own weight and from pressure applied by a drill bit or similar tool. Owing to this difference in the manner of guiding and supporting the cutting edges, and the arrangement of these edges on their axis in boring, it becomes an operation by which the most accurate dimensions are attainable; while drilling is a comparatively rough process requiring more skill than boring; but it is an operation such that nearly all small holes can be bored with sufficient accuracy. Boring may be called internal turning, differing from drilling in that it does not consist in making holes through a solid piece of material; each one being applicable to certain kinds of work. A worker who can distinguish between these plans of operations will find it easy to understand how boring differs from drilling; but he will not adopt it until he has acquired considerable knowledge of fitting operations. Chuck-boring is employed in three cases: for holes of shallow depth, taper holes, and holes that are screw-threaded. As pieces are generally too large for boring machines to deal with directly they must first be cut down to size or admit of deep boring. The tools being guided in a straight line, and capable of acting at any angle to the axis of rotation; they are therefore suitable for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require different angles at different parts of their length; but they cannot be used for boring holes which are not parallel with each other or which require不同角度的角在不同的部分长度;但它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能用于钻孔,因为它们不能使用 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . A vintage advertisement for a Bement Rounding Machine. THE BEMENT ROUNDING MACHINE DRILLING AND BORING MACHINES. 403 and when the bar can pass through the work. Machines arranged for this kind of boring can be employed in turning or boring as occasion may require. When a tool is guided by turning on points, the movement is perfect, and the straightness or parallelism of holes bored in this manner is dependent only on the accuracy with which the points are set. The third plan of boring is that in which the bar is fed into the hole by means of a screw, as in the case of cylinders, cylindrical valve-seats, and in cases where accuracy is essential. The third plan of boring, which has been adopted by many manufacturers, is that in which the bar is fed into the hole by means of a ram or piston. A feature of this plan of boring is that the form of the boring-bar, or any imperfection in its bear- ings, is not likely to affect the accuracy of the hole bored, but makes no difference in the diameter. This, of course, applies to cases where a bar is fed through fixed bearings at one or both ends of a hole to be bored. If a boring-bar is bent, or out of truth between its bearings, the diameter of the hole, being governed by the extreme sweep of the cutters, is untrue to the same extent; because, as the bar passes through the hole, it will be forced against the wall of the bore, forming a tapering hole diminishing toward the rear or bearings. The same rule applies to some cases in chuck-boring, the form of the lathe-spindle being communicated to holes bored; but lathe-spindles are provided with a tapering end. Seller's patent boring mill, represented in Fig. 1058, is a useful tool for boring only. It is adapted to bore holes up to 6 inches in diameter, and 12 inches deep; and it will bore holes from 1 inch to 6 inches in diameter. It uses boring-hobs with double-ended gib-cutter only, the bar being carried by a cross- slide. **Bement's Boring Machine.** In the full-page illustration and in Figs. 1054 to 1058 is shown a boring and turning machine designed and constructed by Messrs. W. B. Bement & Son of Philadelphia. The general design of this machine is that of two slide-roots operating upon one cross-slide, supported by uprights similar to those in a plane, the work being checked upon a horizontally rotating table below. The slide-roots may be set at any desired angle to bore or turn taper or vertical. To perform *From "Workshop Manipulation," by J. Richards.* A detailed illustration of Bement's Boring Machine. A detailed illustration of Bement's Boring Machine. A detailed illustration of Bement's Boring Machine. A detailed illustration of Bement's Boring Machine. 494 DRILLING AND BORING MACHINES. those operations parallel, each end may act as the feed-motion either parallel or horizontal to the face of the face-plate or chuck-plate, or vertical at an angle to the same, both slide-plates being employed. The face-plate is provided with a revolving table, which is so constructed as to facilitate the requirements of the case. The face-plate being near to the ground facilitates the handling of the work to clutch it; and the plane of the face-plate being horizontal also assists that operation; while the face-plate is so placed that it can be readily removed without disturbing the rigidity. The details relating to the driving-gear, spindle, and face-plate will be best seen in the elevation, Fig. 1064, and in the sectional view, Fig. 1065. The face-plate is shown in Fig. 1063. It consists of a cone-pulley and back-gear-wheel $D$ of the usual construction, through bevel-gears and a pinion, the latter acting on a spur-gear $C$, which drives a second pinion $B$, through another set of bevel- gear and one-pulley, gives motion to the feeding apparatus shown in Fig. 1064. The attachment of the face-plate to the spindle is assisted by a broad flange and eight slightly-stated bolts. The bearing in which the spindle revolves is shown in Fig. 1065. The spindle itself is shown in Fig. 1066, and hori- zontally to the conical bearing of the spindle, on which it is adjusted by bolts. The housing is rigidly bolted to the bed-plate, and has two sets of side-bolts, one set for adjusting the height of the spindle, which is adjusted vertically by suitable bolts. The star $G$, which carries the entire reversing weight, con- sists of two heavy disks, composed of a hard alloy of copper and tin, between which disks is inter- posed a third one of steel hardened and afterwards ground true. The upper disk is meant to revolve with the spindle, and the lower one to remain stationary, the intermediate steel one being left en- tirely free. The wearing surfaces of the bronze disks and the cylindrical surface of the spindle- bearing are made of cast iron, and are covered with a layer of hard metal, such as brass or copper, Fig. 1067. Such bearings, etc., as may find their way into the interior of the spindle, are discharged clear of the bearing by means of a special device shown in Fig. 1068. This consists of a hollow cylinder $A$, plug, Fig. 1065. The bed-plate is hollow and internally ribbed, as shown in the sectional part of Fig. 1064, having the necessary openings in the bottom for the support of the cores required to model the work desired; these openings are closed by means of a cover plate $B$, Fig. 1064. An independent counter-shaft, having a backward and forward motion, drives the pulley $A$, Fig. 1064, and thus causes rotation of the spindle $D$. In order to prevent any tendency towards upright by which the cross-slide is heightened and lowered at will, the nut $C$ serving to secure it while its position is changed must be kept in constant engagement with a toothed wheel attached to the shaft $D$. On the shaft of the latter are two opposite bevel-plaques, both of which mesh with the bevel-wheel at the foot of the vertical split shaft $D$. Both of these plackets are loose upon their shafts; but when they are engaged with each other they form a double bevel-wheel which is driven by a toothed wheel attached to shaft $D$. When this double bevel-wheel is engaged with the revolutions of those plackets are in opposite directions, it follows that the shaft $D$ will revolve in opposite directions according to which of the plackets is engaged by the clutch. A diagram showing a drilling machine's components. A diagram showing a drilling machine's components. DRILLING AND BORING MACHINES. 405 At the right of the tool-lidle are shown three plinths, the middle one of which (and through it the other two) is driven by a spur-wheel, which receives motion from the splined shaft $F$ through the middle of the upper plinth. The lower plinth is connected with the lower end of the worm-shaft. These plinths are also loose or free upon their respective shafts, but each is furnished with a clutch, the lower and upper ones when engaged respectively actuating the screws for the horizontal and vertical movements of the tool-lidle. The screw $G$, which is connected with the splined shaft $F$, which gives the vertical or angular motion to both tools. In the middle $O$, which moves vertically, is provided with a nut $N$, which is held in any vertical or angular position by six bolts, the heads of which are in an annular T-groove provided in the middle of the upper plinth. The lower plinth $H$, which moves horizontally, is similar to that described as connected at the foot of the vertical splined shaft $D$. By it is transmitted a reversible motion from the horizontal splined shaft $P$ to the projecting worm-shaft; and the worm-shaft $J$ is connected with the tool-lidle $K$. It will be seen then that while one of the rests is feeding the tool either vertically, at an angle upwards or downwards, or horizontally, another rest is feeding it at a corresponding angle, and at the outer end of the worm-shaft enables the operator to feed the tool-lidle at any required rate by A diagram showing a drilling and boring machine. hand, and when the clutch $I$ is disengaged a rapid feed may be imparted by the hand-wheel $Z$. The cutting tool is held upon a hardened plate (secured to the front of the tool-lidle at its lower end) by the clamps $M$, which are so arranged that the tool-point may be adjusted in any position to suit the 496 DRILLING AND BORING MACHINES. location of the duty. The tool-slide has sufficient length and rigidity to carry a cut nearly 3 feet below the level of the cross-slide, and hence its weight is sufficient to require a counterbalance sys- tem of action, which is provided by the weight D. The weight D is attached to the slide by a bar forming a rack in which meshes the pinion N, the connection between the latter and the weight D being made by means of a screw. The pinion N is connected with the cross-slide by a similar rack and pinion, so that when the cross-slide is raised or lowered, the pinion N is raised or lowered, and thus the weight D is raised or lowered, according as the cross-slide is raised or lowered. This system of action con- fers to the reviving the vice rope, and is of sufficient width to receive the greatest requisite quantity without overtopping. Each of the weights consists of a number of separate pieces firmly reme- died on each other, and are suspended from a single rod, which is fastened at one end to the table, and at the other end to the perpendicular. Conventional Machine Tool—Fig. 105 shows a conventional machine tool constructed by the Futsum Machine Company of Fishkill, Mass. A C is the driving arm-pulley, the spindle to which it is attached being shown in dotted line. The pulley A is connected with a belt B, which is going into the teeth shown beneath the table X, and this means the table is caused to revolve. C C is the boring-bar, which is counterbalanced by the weighted lever D. The bearing of the bar C C at that part of its length which projects beyond the table X is shown in dotted line. E E is another means. The front of the bearing is split along its entire length, and on each side of the slit are the slots shown in dotted line. When the bar C C is driven forward, it will drive these slots apart, and after the bearing is closed to fit the spindle or boring-bar to the requisite degree. To afford a uni- form speed to all parts of the bar C C, it must be possible for it to enter into any position in which it can be inserted into the slot either forward or against the resistance of the wood to compression, as well as of that part of its length which protrudes from under the table X. By this means a definite adjustment can be re- tained. The link F F is attached to each end of bar C C and passes through holes in both ends of bar C C. A vertical movement for hand may be given bar C C by means of a rack upon its back, guided with a pinion G G meshing with a wheel H H. The pinion G G is attached to a shaft I I which extends in bar C C by a spindle to which the gears A are attached, and which is connected by a worm and worm movement with a second gear J J meshing with another wheel K K. The wheel K K drives a slide S S and toolpost for the purpose of fastening off the surface of the tube. To enable the machine to hold a tube in any position desired, there are two sets of slots shown in dotted line on each side of bar C C. One set of slots are located at right angles to those on each side of bar C C; together, they form one of which is bored slightly outward toward the outer edge. By adjusting the bolts so that the bored part of one face comes in contact with either disk, the table is thrown out of horizontal position until it rests against one disk or against both disks. In this way any angle whatever can be obtained in the table when thus set, two screws pass through each elevated side of the upper table, their ends coming in contact with each other when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; thus two screws pass through each elevated side of lower table when thus set; Thus Two Screws Pass Through Each Elevated Side Of Lower Table When Thus Set The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position in a portion of the building where it is placed. In these two views it will be seen that the driving part of the machinery is situated below the ground-line on suitable strong foundations, while all other parts are placed above ground-level on strong platforms supported by iron piles driven into solid ground. This arrangement was found to be necessary because in cases where machinery is likely to get out of order, a precaution never to be neglected would be to have some means whereby it could be removed from under its own weight, stray: one or more rows loose on the shelf, and the strip is thrown on it when the machine is not in work: this strip serves as an emergency stop for any sudden movement that might occur. In this case, they are arranged as follows: A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A A way as shown in Fig. 108. The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S S), which allows it to slide up and down by means of screw P P (see Fig. 109). The bar C C has been inserted into one end hole in socket S S (see Fig. socket S The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position in a portion of the building where it is placed. In these two views it will be seen that the driving part The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position in a portion The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine and Fig. 107 shows showing its position The machine shown in Fig. 106 consists essentially only in a cylinder bored machine andFig DRILLING AND BORING MACHINES. 497 A diagram showing a drilling machine with various components labeled. The top left shows a side view of the machine, the top right shows an elevation view, the bottom left shows a section view, and the bottom right shows a plan view. a) Swing-bar b) Pumping or lever-piston c) Cylinder or cylinder of vertical motion d) Hydraulic supports for carrying spindle to be bored. e) Vertical boring bar f) Vertical boring the beam p. A large diagram showing a drilling machine with various components labeled. The top left shows a side view of the machine, the top right shows an elevation view, the bottom left shows a section view, and the bottom right shows a plan view. a) Screw working in wheel s. b) Screw-wheel c) Screw-rotating drilling-tear. d) Adjunction screws. e) Screw-bolt or pinion. f) Screw-bolt or pinion. g) Screw which the cutter-wheel runs on. 32 498 **DRILLING AND BORING MACHINES.** work ; $b$ is a tool-carrier fixed to the cutter-head. The foundation plate $a$ forms a bearing for the upright shaft, the lower end of which rests in the step $p$, while the cylinder $f$ is secured by the clamps $j j$ as the supports $e$ fixed to the foundation plate. These parts are in every respect similar to the A diagram showing a drilling and boring machine with various components labeled. *Upright boring-bar.* * Cylinder $a$ for raising up and down in the three V's.* * Turning head on shafte.* * Wheel and piston for convey- ing the motion of the cylinder.* * Upright shaft for working boring.* * Upright shaft for working boring.* * Cylinder plates and boring-bore *boring thimbled by contact pieces* * and screws.* *Supports for carrying the cylinder to $p$.* *Cylinder for boring cylinder to sup- porting the cylinder.* * Internal screw-wheel on the upper end of the cylinder.* The internal screw-wheel is driven by the self-acting motor-mechanism, which is connected with the cylinder by means of a belt and pulley. The internal screw-wheel is also connected with the external screw-wheel by means of a belt and pulley. The external screw-wheel is driven by the motor-mechanism, which is connected with the external screw-wheel by means of a belt and pulley. $p$ Internal screw-wheel on the upper end of the cylinder.* The internal screw-wheel is driven by the self-acting motor-mechanism, which is connected with the cylinder by means of a belt and pulley. The internal screw-wheel is also connected with the external screw-wheel by means of a belt and pulley. The external screw-wheel is driven by the motor-mechanism, which is connected with the external screw-wheel by means of a belt and pulley. $m$ Motor for driving cylinder to sup- porting the cylinder.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* * Motor-carrier fixed to outer-beam.* borning machine shown in Fig. 1068, by which they are more fully described. Two strong pins of masonry $m$ support the foundation $m$ (for carrying the self-acting apparatus for raising and lowering) on which the machine rests. In this machine, when the cylinder is raised or lowered, one of its axles is turned through two wheels, one of which is driven by a belt from a wheel on the outside of a rack worked by a pinion, the motion being transmitted from a trunion-wheel through two gears with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with another trunion-wheel, and then through another gear with For boring in the table, and for power required for boring machinery, see Latrobe II. For boring in the bed of the machine only that part of it which concerns boring-and-doling is not followed in reference to this class of wood-working machines; the operation being always termed boring. In the designing and arrangement of such machines, the main object is to observe as strictly as possible all rules of economy; but it must be remembered that no rule can be applied without some modification according to circumstances; that it is desirable that each machine shall be designed so as to require as little time as possible for its construction; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only that it may be made at once ready for use after completion but also that it may be put into operation without delay; that it shall be so arranged as not only DRILLING AND BORING MACHINES. 499 The longitudinal movement, being of long and indefinite range, is best accomplished by moving the material; the transverse movement, on the contrary, being short and less used, is best accompanied by a lateral adjustment of the spindle. The longitudinal adjustment, having to carry the weight of the work, is more powerful than that which will decrease the power of the operator and diminish the motion as to some extent. The longitudinal adjustment of the boring machine shown in Fig. 186 is effected by means of a screw, so as to permit of a lateral motion of the spindle, which is arranged to bore holes on one line only, the lateral motion of the spindle being simply an adjustment, as distinguished from a power movement at will. The spindle or table, when working, revolves during the time of boring the holes in one line. Boring machines in operation vary from 1,000 to 3,000 revolutions per minute, according to the kind of wood or the size of the bit used. In Fig. 187 is shown a wood-boring machine of English construction. A is the driving-pulley, on which revolves the slide shown by operating the hand-wheel W. The table supporting the work travels upon the wheels, to facilitate the movement and adjustment of the work. The horizontal boring machine shown in Fig. 186 is of American design. The spindle A passes and slides through the driving-pulley B. The forward spindle-bearing C traverses in a guide-slot provided in the frame, and thus follows the movement of the spindle, affording it at all times equal *2. Richter's "Wood-working Machines."* A diagram showing a drilling and boring machine with various parts labeled. A photograph of a horizontal boring machine. 500 **DRILLS, GRAIN.** booming support. The spike-like foot is obtained by depressing the lever $D$, which operates the arm, the latter being attached to the link $F$, which is pivoted at the end to the bearing $C$. The table is adjustable in height by means of the screw $E$ on the table-spindle, the latter having a groove in one plane to prevent its rotating with the wheel. The spindle is provided with a rough, as shown by the stepped pulley, the gear of which is driven by belt, behind the work, so circumstances may render this device unnecessary. Fig. 1068 represents a radial horizontal drill, made by the "Hart" Company, P. L. Fay & Co., particularly for car and bridge work, and for straight, angle, and end boring. It will be seen that the holes in truck and body bolsters for the wheels are now difficult to be bored. This machine will dovetail any piece of wood, when boring into the timbers, all the necessary adjustments being made with the head and spindle movements. The head can be raised or lowered by a horizontal movement of 34 inches, allowing both holes to be bored in one operation. The head carriage has a horizontal movement of 14 inches, which permits it to be brought close up to the stuff when doing surface work. The head is fitted with a stop, which is geared to a screw of course pitch, by which it can be set at any point desired without changing the position of the head carriage. The head is kept at the proper tension by means of a weighted pulley hung in a stack loop of the bolt, which allows the boring-arbor to be moved either up or down. Power Required for Woodworking Machines.—In drilling timber with holes from two-fifths of an inch to a half-inch diameter, we have found that for each cubic inch of material drilled at the following values for $P$ (power required), the symbol $d$ representing diameter of hole in inches, and $g$ denoting the volume of material reduced to shavings in cubic inches per hour: For drilling pine, $P = g \left(0.000315 + \frac{0.000472}{d}\right)$ For drilling white beech, $P = g \left(0.000472 + \frac{0.00148}{d}\right)$ For example, if we suppose the case of a machine employed in drilling 4-inch holes in white beech, and suppose 1,230 cubic inches of timber to be drilled per hour then the value of $P$ will be $\frac{1230}{1} = 1230$ If, then such a machine requires 0.11 horse-power to drive it when empty, the total driving power requiring when doing the above work will be 11.11 or 8.33 horse-power. By drilling holes this example as large as 4 inches in diameter through white beech wood we find that it takes about 2 hours to do this work; but it being, as he remarks, not uncommon to find about 14 horse-power allowed for driving a wood-boring machine through white beech wood, it follows that this machine would require more than twice as much power as was allowed for it; hence it is evident that such machines are not adapted for this purpose. DRILLS, GRAIN. See Agricultural Machinery. **DRILLS, METAL-BORING.** A drill as well as other emolliented, the most effective machine employed by the machinist who desires to bore metal accurately and quickly into any part of his work and form, it sustains the very toughness of iron, and yet will bear more strain in proportion to its strength than does steel itself. The drill is constructed so that it can be easily inserted upon which it is operating, and is thus prevented from spreading away from its duty. This support may be of two kinds: first, that which is formed by a socket or bushing in which the drill is held; secondly that of being derived from making the diameter of the drill parallel for some little dis- tance behind its cutting edge; this makes it possible for it to cut against a flat surface; thirdly that of serving as guide and support the tool. The latter however only comes into operation as soon after such time as the drill has entered the metal sufficiently deep to form a recess of the full diameter of the drill. The principle upon which this machine acts is based upon its being possible to remove either of the cutting edges to spring away from cut, which is, or course, counterbalanced by the opposite cutting edge having the same tendency but in an opposite direction, so that between these A diagram showing a radial horizontal drill. *Engineering art., vol. 8* DRILLS, METAL-BORING. 501 two the drill is held to a certain position; and also from the tendency of the drill-point to force itself forward (by reason of the pressure behind it) as far into the one formed by the end of the hole as possible, at the end of the hole and the cutting edge of the drill are two cones, one being formed by the point of the drill and the other by the cutting edge. The axis of this cone is in the centre line of the length of the drill, and of an equal length from the centre of the drill point of its diameter. These cones are inclined towards each other, so that they may cut each other at right angles, but not at an angle greater than 30 degrees. This inclination is necessary, because it prevents the drill from being held too close to the metal, and also to prevent it from being forced outwards when it is driven in. The cutting edge of a drill is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut with great rapidity. It is also made very sharp, so that it may cut with great accuracy. The cutting edge is made very thin, so that it may cut withgreatrapidlyItisalsomadeverysharpsothatitmaycutwithgreataccuracy 501 mannechanical expedient and a has of time especially if the hole to be drilled clear through the metal; for in this case as soon as the point of the drill comes in contact of the metal and a thoro- foe released from its suction the cutting edges will gradually assume themselves to the hole and form a cone which will be filled up by the metal which will be forced into them as they appear in Fig 1079 Thus the end of a hole will require to be fixed out installing in all cases both sides of the hole must be drilled before any attempt can be had to fill them up the importance then of making exacted points to grind a drill true being apparent we must next consider how thick the point of the drill should be In here lies the main defect of the drill as a boring tool for holes larger than 1 inch in diameter for example 2 inches or more in diameter for this reason when a drill point having a thickness of 1 inch or less enters into a hole which has been bored through a piece of metal having a thickness of 1 inch or less then after entering into this hole without grinding the angle of the two entering edges only a small amount of metal will be removed from this point and thus no appreciable progress will be effected until such time as this point has been ground down to such an extent as to allow its teeth to break under the pressure of even light feedings The only alternative then to make the point of the drill as thick as possible will be found to consist in grinding off a portion of its thickness
Diameter of Drill Thickness at Point Diameter of Drill Thickness at Point
1/4 inch. 1/44 inch. 1/4 inch. 1/46 inch.
1/8 inch. 1/84 inch. 1/8 inch. 1/86 inch.
3/8 inch. 3/84 inch. 3/8 inch. 3/86 inch.
1/2 inch. 1/24 inch. 1/2 inch. 1/26 inch.
the flat face must be madegraduallythickertothesfulllengthofthedrillitreaches The angle at which to grind the side of the drill governed to a large extent by the kind and degree of hardness of the metal on which they are used For instance if they are used on soft metals such as copper brass lead tin or unusually hard cast iron for common cast iron or brass a little more angle might be given than for steel or cast iron but in general we find an angle between 30 and 45 degrees under which a drill performs its duty From these considerations we find that the effectiveness of a drill depends on the support rendered to by its work which more than compensates for the want of hardness or strength 502 DRILLS, METAL-BORING. The Twist-Drill, with cutting edges like those last described, is formed by cutting two spiral flutes upon a cylindrical piece, as shown in Fig. 1073. Twist-drills are not of the same diameter from end to end of the twist, but are slightly taper, diminishing toward the shank end. The taper is usually, A diagram showing the taper of a twist drill. however, as slight as to be of little consequence in actual practice. Neither are twist-drills used, the diameter being eased away from a short distance behind the cutting edge of the flute backward to the next flute, as in Fig. 1074. The object of this is to give the sides of the drill as much clearance as possible, so that they may cut freely without interference with the sides of a solid circle, which maintains the diameter of the drill and extension in its hole. If, from excessive duty, that part of the drill beyond the first flute becomes worn down, the drill will not be able to cut at all. In such case, the drill must be ground sufficiently to cut away entirely the worn part; otherwise it will totally impair the value of the drill, causing it to grind against the metal, and no amount of pressure will be sufficient to force it into the work. The drill is made to cut in one direction only, and therefore it will always tend to cut toward the shank. The chief advantages over other drills possessed by twist-drills is that the cuttings can find one agree, which effects a great saving of time; for plain drills have to be frequently withdrawn from the hole after each revolution, and then reinserted again; while twist-drills remain in position during each revolution, and the pressure will frequently become so great as to twist or break the shank of the drill, especially in small holes. In point of fact, the advent of twist-drills has rendered the employment of any other form of drill obsolete except for very small holes where a twist-drill cannot be used. 1073. 1074. sable, except to be for metal so hard as to require a drill tempered to suit the work. The other advan- tages of the twist-drill are, that it always runs true, requires no reforging or tempering, and, by reason of its shape, is less liable than other drills to be damaged by chips or other foreign matter. It is also not liable to be influenced so much by air or other hole or soft spot which may exist in the metal being drilled. This is due to its being made with a slight taper on both ends and sides of its shank, and for such purposes as drilling metal away to form a keyway or slot; for in the latter case the bit may be driven so closely together that they will run one into the other, as shown in Fig. 1075, but this difficulty does not occur when twist-drills are employed for this purpose. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, in holes of a moderate depth (that is to say, holes where depths are not more than about three times their diameters), because it is necessary that it should cut such work. The twist-drill will not, however, Figures 1073 and 1074 depicting different views and details of a twist drill. Figures 1075 and 1076 depicting different views and details of a twist drill. Figures 1077 and 1078 depicting different views and details of a twist drill. Figures 1079 and 1080 depicting different views and details of a twist drill. Figures 1081 and 1082 depicting different views and details of a twist drill. Figures 1083 and 1084 depicting different views and details of a twist drill. Figures 1085 and 1086 depicting different views and details of a twist drill. Figures 1087 and 1088 depicting different views and details of a twist drill. Figures 1089 and 1090 depicting different views and details of a twist drill. Figures 1091 and 1092 depicting different views and details of a twist drill. Figures 1093 and 1094 depicting different views and details of a twist drill. Figures 1095 and 1096 depicting different views and details of a twist drill. Figures 1097 and 1098 depicting different views and details of a twist drill. Figures 1099 and 1100 depicting different views and details of a twist drill. Figures 1101 and 1102 depicting different views and details of a twist drill. Figures 1103 and 1104 depicting different views and details of a twist drill. Figures 1105 and 1106 depicting different views and details of a twist drill. Figures 1107 and 1108 depicting different views and details of a twist drill. Figures 1109 and 1110 depicting different views and details of a twist drill. Figures 1111 and 1112 depicting different views and details of a twist drill. Figures 1113 and 1114 depicting different views and details of a twist drill. Figures 1115 and 1116 depicting different views and details of a twist drill. Figures 1117 and 1118 depicting different views and details of a twist drill. Figures 1123 and 1234 depicting different views and details of a twist drill. Page Number DRILLS, METAL-BORING. 503 A diagram showing a counterbore drill and a countersink drill. 107A. 108T. 1096. 107A.a. 107B. 108B. 1096. The Reaming Drill is represented in Fig. 1081. It is used for beginning a small hole in a flat- sectioned cylindrical cavity, or else in rotation with the common piercing drill and half-round bit in boring out a large hole. The Countersink.--This tool is used for enlarging orifices. Fig. 1083 represents a taper counter- sink, which is made by turning up the sides of a round pin to form the cutting edges. The pin is riveted plate. In tempering these tools, or any others having a pin or projection to serve as a guide in a hole, the tool should be hardened right out from the end of the pin to about three-eighths of an inch above the cutting edge. This will prevent the tool from being bent when the pin is driven into the metal, leaving the pin of a light straw color, which may be accomplished by pouring a little oil upon it A diagram showing different types of countersinks and their respective shapes. 108L. 108B. 1086. A. during the lowering or tempering process. The object of this is to preserve as much as possible from the wear due to its friction against the side of the hole. For use on wrought-iron and steel, this counterbent (as also the pin-drill) may have the front face hollowed out. For use on soft metals, such as brass, copper, etc., a special type of counterbent is made by turning up a cone, and filing upon its teeth similar to those upon a reamer, as shown in Fig. 1083; or we may take the cone off and file it down to form a cone-shaped reamer. Either of these counterbents will cut true and smoothly, oil being applied when they are used upon steel or wrought-iron. Common drills, ground to the requisite angle or cone, are sometimes used as counter- sinks, but they do not cut quite true and smooth. A good counter-sink drill, with all cutting edges either at right angles to the centre line of the pin or at such other angle as may be required, forms the best counter-sink. The cutting edges must be kept sharp, and the tool must be held very steady in. Fig. 1084 presents an excellent form of this tool, if being one of the four cutting edges, is formed by grinding two cones together, leaving only a narrow space between them, and backing the latter off at the ends only, so that the circumferential edges will not cut, and hence the recesses or countersinks will be of one diameter. A diagram showing a countersink drill with its components. 108L. 108B. 1086. A. 504 DRILLS, METAL-BORING. The Pin-Drill.—This drill, Fig. 1083, has a pin projecting beyond and between the cutting edges, as shown, $A$ and $D$ being the cutting edges. The use of this drill is to face off the metal round the outside of a hole, or to cut out a piece of metal from the end of a bar, or to bore with the hole. In making this tool, the pin $E$, the edges $C_1$ and the ends forming the cutting edges $A$ and $D$, should be ground to a fine point, so that they may be brought into contact with the edge of the stock $A$ with the turning marks barely effaced; thus they will be sure to be true and at an equal height from the end of the pin, so that both the cutting edges may operate. Roberts's pin-drill, represented in Fig. 1084, is similar in principle to the above, but differs in having two blades instead of one, and rather deeper behind than in front. Two steel cutters or nearly parallel blades, represented in black, are attached to a circular plate which is fastened on to a long bar, as shown in Fig. 1085. These cutters are made of steel and have two sections, as they become worn away, by two adjoining screws a (one of which only is shown) passed in as A diagram showing a pin-drill and its components. angle of 18° through the central ring, which for convenience of construction is attached to the drill-shaft just below the spigot whereby it is secured to the drilling machine. The object of this invention is to make a tool which will give a true hole, and also a true face when used on a bar. Stock-Cutters.—These cutters are held in a stock or bar, as shown in Fig. 1086, in which $S$ is the stock or bar, $C_1$ and $C_2$ are the cutting edges of the cutters, and $B$ is the springing plate. The stock stands in the rear of the line $A$, or fulcrum from which the springing takes place; hence, when the tool springs back after boring a hole, it will return to its original position without any loss of accuracy. It may be a short tool, held by a steel cross-bar carried by the stock; but in any event the center should be fixed accurately before boring begins. The stock must be made of strong material, should be reamed to fit the end of the slot in the stock. In making these cutters, they should be first fitted to the stock, and then turned up in the lathe, using the stock as a mandrel, the ends being then backed off slightly. The one of this class of cutter-stock involves the boring of a hole to receive the pin $P$. To avoid this, the tool shown in Fig. 1087 is employed. It consists of a stock $A$, to which are firmly bolted A diagram showing a stock-cutter and its components. the cutters $B$ and $B'$. In $A$ is provided the hole containing the spiral spring $C$, operating upon the cylindrical centre, which is a sliding fit to the hole, and the point of which is forced into a centre-punch mark on each side of the hole; this springing causes all three cutters to revolve in a true circle, so that the necessity of first drilling a hole, as required in Fig. 1086, is avoided. The cutters are made with flat sides at their ends; these are broadened at the cutting edge, which is necessary to give the point clearance in the groove. They are also made thinner behind at the taper part (that is to say, the part projecting below the stock) than at its meeting with it; thus they can be driven into their holes more easily. By means of suitable slots various-sized holes may be cut with one stock. Equilibrium Tool.—Fig. 1090 is a section of McKay's equilibrium tool for drilling and boring tube DRILLS, METAL-BORING. 505 The outer case is a hydraulic cylinder which is fixed into the drilling-machine spindle socket; it contains an annular bar carrying cutters, inside of which is a stationary pin, with a piston at its upper end working in the cylinder. The cylinder is charged with soap as a liquid, which forms the lubricant, and when the tool is driven into the work, this liquid is forced out between the cutting edges of the cutters and the metal being drilled, immediately the feed is put on, the tool is driven on to the centre-point, which causes the fluid to force down into the hole, and so keep it filled up with water during the drilling. When the hole is drilled, the spring draws up the cutters and forces out the water, and then the piston is drawn back by the pressure of the water against the spring, separating the cutters from the stationary pin, and thus the stationary pin is withdrawn. The action of this machine when at work is in every respect similar to the above, except that the cutters are independent of each other, and can be moved independently of one another. The drill is inserted on either side draw in the cutters, and thrown out the stationary pin when the tool has completed the hole as shown in Fig. 1086. In order to prevent any tendency of the cutters to stick in drilling, after the centre-point is entered into the centre-point, further attention is required for seating them properly; they must be made to narrow grooves into the surface of the plate, and have only the thickness of the plate to go through. See Drill—The smallest holes are those required in watch-work, and the general form of the drill used for this purpose (Fig. 1087) is in itself a piece of steel wire, which is tapered off at one end, flattened with the hammer, and then bent over at right angles to form a point. At this end is attached a little brass sleeve for the line of drill-wood, which in making holes in watch-work is always kept in position by means of a small screw. Clockmakers, and artisans of similar skill, fix their article in the lathe, and use drills of various sizes according to their work. The drill is held in a vise or clamp, and fed from behind by a piece of wood about half its length long. The drill is fed forward by hand until it comes within reach of its object; then it is fed backwards again until it has passed beyond its object; this time it is fed forward again until it has passed beyond its object once more; and so on. The drill may be fed forward by hand or by a lever or screw. When feeding by hand, it will be found that it is much easier to feed backward than forward; but when feeding by a lever or screw, it will be found that it is much easier to feed forward than backward. When feeding by hand, it will be found that it is much easier to feed backward than forward; but when feeding by a lever or screw, it will be found that it is much easier to feed forward than backward. Clockmakers, and artisans of similar skill, fix their article in the lathe, and use drills of various sizes according to their work. The drill is held in a vise or clamp, and fed from behind by a piece of wood about half its length long. The drill is fed forward by hand until it comes within reach of its object; then it is fed backwards again until it has passed beyond its object; this time it is fed forward again until it has passed beyond its object once more; and so on. The drill may be fed forward by hand or by a lever or screw. When feeding by hand, it will be found that it is much easier to feed backward than forward; but when feeding by a lever or screw, it will be found that it is much easier to feed forward than backward. The two flutes forming each edge meet at an angle of about 50° to 70°, and the two edges forming the point meet at about 50° to 100°; but watch-makers who constantly employ this kind of drill sometimes make the end acute as an angle of about 30° to 40°. This makes no difference in regard to accuracy of drilling or speed of drilling. Fig. 1089 shows two circular chamfers, horse cast-iron more rapidly than any other re-ciprocating drill; but it requires an entry to be first made with a pointed drill; by some, this kind is
1088 1089 1090 1091 1092 1093
A close-up view of three cylindrical metal drills with different diameters. A close-up view of three cylindrical metal drills with different diameters. A close-up view of three cylindrical metal drills with different diameters. A close-up view of three cylindrical metal drills with different diameters. A close-up view of three cylindrical metal drills with different diameters. A close-up view of three cylindrical metal drills with different diameters.
motion. Fig. 1093 is the ordinary double-cutting drill ; the two flutes forming each edge meet at an angle of about 50° to 70°, and the two edges forming the point meet at about 50° to 100°; but watch-makers who constantly employ this kind of drill sometimes make the end acute as an angle of about 30° to 40°. This makes no difference in regard to accuracy of drilling or speed of drilling. Fig. 1099 shows two circular chamfers, horse cast-iron more rapidly than any other re-ciprocating drill; but it requires an entry to be first made with a pointed drill; by some, this kind is 506 DRILLS, METAL-BORING. also preferred for wrought-iron and steel. The flat-headed drill, Fig. 1098, is used for fastening the bottoms of holes. Fig. 1098 is a duplex expanding drill, used by cutters for inlaying the little piece of metal that is left on the edge of the hole after the first cut has been made. The cylindrical shell is filled with a cylindrical wire is filed to the diametrical line, and the end is formed with two facets. This tool has the advantage of retaining the same diameter when it is sharpened; it is sometimes called the ball drill, and is used for drilling holes in wood and metal. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore is also used for manufacturing perfect sheets of metal and pasted boards. These drills are some times made with a double point, so that they may be used for both drilling and boring. The square counterbore, Fig. 1097, is a form of the ball drill, but it is made cylindrical, and is used for boring holes in wood and metal. The square counterbore **DRILLS, METAL-BORING.** 507 Fig. 1098 represents one variety of another common form of drill-stock, in which the revolving spindle is fitted in a handle, so that it may be held in any position, without the necessity for the breast- plate; the handle is hollowed out to serve for containing the drill, and is fixed to assist the grasp. Fig. 1099 represents a similar form of drill-stock, but with the difference that the handle is pierced with a hole as large as the largest of the wires which the drills are formed, and the hole is extended into the breast-plate, so that it may be used as a guide for the wire when it is being inserted into the hole. The wire is then passed through this hole, and then placed against the bottom of the hole, and allowed to turn against the adjusting screw $a$, and if the drill be not central, this screw is moved one or several quarter turns, until it is adjusted for centrality, after which the wire is drawn into place by hand. Fig. 1101 will serve to show the general character of various forms of apparatus to be used for drilling holes in metal. In Fig. 1101A, a long rectangular piece of wood is placed on a flat surface, upon which the horizontal rectangular rod $b$ is fitted with a socket, so that it may be fixed at any height, and any angle desired. A short piece of wood $c$ is placed across the top of this rod, and from a bar let screw $d$, and lastly, this socket has a long vertical screw $e$, by which the brace is thrust into the work. The object to be drilled having been placed level, either upon the ground, on a bench, or on some other support, the brace is thrust into place by means of this screw $e$, and the brace is put in position for work. The perpendicularity of the brace is then examined with a square (or other instrument), and if found wanting, it is adjusted by means of screws $f$ (on each side) and $g$ (at each end), after which the whole is made fast by the screws $e$ and $h$. One of these screws $e$ may be turned by hand, while the others are driven in by hand. In Fig. 1101B, a similar arrangement is shown, except that instead of a long rectangular piece of wood being used as a base for holding the instrument for subsequent holes, without the necessity for shifting the work, which would generally be attended with more trouble than altering the drill-frame by its screws. Sometimes the rod $b$ is re- placed by a long circular piece of wood or metal, with a slot cut in it along its length, over which has a set-screw for retaining any required position. In the tool represented, the rod $b$ termi- nates in two arms $c$, which are bent at right angles to each other, and are fixed to a bar $d$, fixed upon the bench. In this case the nut on its underside, the cast-iron plate, when reversed and placed upon the bench, serves as a base for holding all instruments in their proper positions. The brace and washer, when screwed on the stem beneath, secure all very strongly together. Even in establishments where the most complete drilling machines drive by power are at hand, modifications of these plain-drill stocks are often employed for drilling holes in small pieces of metal or wood. The ordinary drill-stocks are usually provided with handles attached directly to such stocks as are sufficiently long and massive to serve as a foundation. Besides these simple forms of drill-stocks there are many others varying considerably in construction, of which enunciates the theory; so that for these instruments, which supply their own pressure, it is necessary to provide them with some kind of foundation. This foundation may consist of a wooden base within cases and panels, and the abutment is often similarly provided by projecting parts of the casting; or otherwise the fixed support is derived from the wall or ceiling, or by use of props or supports. Fig. 1102 is the common brace, which only differs from that in Fig. 1101 in the left-hand screw; $a$, which serves to hold down the brace against its foundation; $b$, which revolves round the usual rotation, which agrees with the path of a left-hand screw; $c$, revolving motion which agrees with that of a right-hand screw; $d$, which serves to hold down both hands during the revolution; $e$, set into the nut; but toward the last the feed is discontinued; and the elasticity of the brace and work suffice to keep it in position until required when the drill is nearly through, and after which it can be withdrawn still more to reduce it. The lever-drill, Fig. 1103, differs from the brace-drill in many respects; it is much stronger, and applicable to larger holes; the drill-socket is sufficiently long to be cut out by hand; hand screws, A diagram showing different parts of a drill stock. 1098 1098 The lever serving as a screw not a loop terminating in the centre point. 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The same end is more conveniently fulfilled by the ratchet-drill, Fig. 1104, apparently derived from the lever ; it is made by two pieces of metal, one of which is fixed to the handle, and the other to the drill-socket, and fixing a pivot or detent to the handle; the latter may then be moved backward to gather up the teeth, and forward to thrust round the tool, with less delay than the lever in Fig. 1108, and with the same power. The ratchet-lever is also used in the hand-drill, Fig. 1106, in drilling long angles and places in which neither the crank-form brace nor the lever-drill will apply. Fig. 1105 is used for lengthening drills, and to simply a bar having at one end a socket for the drill and at its A diagram showing a ratchet-drill mechanism. other a ring to fit the brace. Fig. 1106, the ratchet-lever, in part resembles the ratchet-drill, but the pressure of the latter instrument must be sought in some of the other contrivances referred to, as the ratchet-lever has simply a square aperture to fit on the tang of the drill $d$, which latter must be pressed into position by hand. Fig. 1107 shows another construction of a hand-drill similar to that shown in detail $F$ being the ratchet. In Fig. 1108 is shown a simple form of broad-drill, the construction of which is obvious from the engraving. It consists of a frame $A$ for holding the drill, and for attaching it either by a pin $a$ or by a feed-lever; and $B$ the crank whereby the drill is rotated. A useful combination of drill and vice is shown in Fig. 1109, where $C$ is a vice for holding work, and $D$ a drill-plate. The drill is driven by a pair of bevel-pistons; one is attached to the axis of the vertical fly-wheel, the A diagram showing a drill press mechanism. other to the drill-shaft, which is depressed by a screw moved by a small hand-wheel. Sometimes, as in the lathe, the drilling-spindle revolves through an angle greater than that required for boring holes; this is effected by means of a treadle or by a hand-lever; but more generally the drill-shaft is cylindrical and revolves in it also slider through fixed cylindrical bearings. The drill-spindle is then depressed by means of a screw moved by a hand-wheel or by a treadle which either lowers the shank only single steps, or by a ratchet that brings it down by several steps at once. The action of these devices is so rapid that they restore the parts to their first position when the hand or foot is removed. Friction-clutches, since of different sizes and shapes, are often employed for this purpose; but they are liable to alter the table by self-acting motion. Frequently also the platform admits of an adjustment independent of that of the spindle, for the sake of admitting larger pieces; or horizontal positions of the platform are required for different purposes; these are usually obtained by means of levers. Fig. 1118 represents a quick-speed hand-drill designed for light drilling in wood or metal. Its chief parts are shown in detail $A$. The head $a$ contains two parallel arms $b$, each carrying a revolving lozenge on a spindle held stationary by a handle. The action is as follows : By drawing with one hand $a$ around wound around the drum, then draw and clutch together with the fly-wheel A diagram showing a quick-speed hand-drill mechanism. DYNAMICS. 509 and drill, are set in motion at a certain speed. At the same time the spring attached to the drum is tightened. As soon as the tension of the band holding the string is relaxed, the movement of the pulley is reversed, taking up the stock at the same time. The Sp-wheel and the drill do not, how- ever, come to rest until the stock has been completely removed from the drill. A continuous revolving movement in one direction is produced by a wheel having 1,000 rev- olutions per minute. Jervis, "The Hole."—Mr. John Hall's London Patent is regarded as an ingenious method of drilling a square hole by a rotary drill. For this purpose a three-dished drill is used, either flat or fluted, hav- ing three sides, each side being formed by a single edge of the drill, and each cutting edge extending from one of the outer corners to the centre of the triangle formed by the three edges. A circular guide-socket is provided with a revolving check, so made as to allow the tool to have some horizontal travel, so that it may be brought into position for drilling any part of the work; and its diameter is pro- portional to the size of the hole to be drilled. Near to the lower end or cutting edges of the drill is fixed rigidly a metal guide-socket, which is so arranged that when the tool is in position for operation it will be in contact with all three sides of the triangle which such three sides form in the same as the three sides of a square. The manner of applying this principle of operation is as follows: The three-sided drill being fixed in the self-adjusting check, the guide bar with the square guide-hole there- in is placed against one side of the work, and then rotated till the drilling-spindle carrying the chuck-drill is made to revolve, and is then brought into position for drilling by means of the down- ward through the square guide-hole, and drills both similar in size and different sizes. This method of drilling square holes can be used in any ordinary chisel, when the substance operated upon is not very heavy nor stationary; but instead of the internal movement of the drill obtained as described, very heavy or stationary then, instead of the internal movement of the drill obtained as described, very heavy or stationary then, instead of the internal movement of the drill obtained as described, very heavy or stationary then, instead of the internal movement of the drill obtained as described, very heavy or stationary then, instead of the internal movement of the drill obtained as described, **WRINKLES AND BOSSES**, New York, 1878, and *Scientific American*, xxix., 811.) J.R. (In part.) DRYER. See Steam Machinery. **DYNAMICS**. The science which treats of forces in the abstract; but in an extended sense it is defined as the science which treats of the motion of bodies, and of the laws governing their motions. In this extended sense we mean that body which moves itself without any other force than itself; but we shall use the former in its extended sense. This science was founded by Galileo, and he laid down its fundamental principles in his "Discourses on Two New Sciences," published in 1637. He stated his fundamental principles in the form of three laws: First Law. Every body remains at rest or in a state of rest or uniform motion in a straight line, unless acted on by a force which compels a change. This law expresses the fact that matter is inert and perfectly passive; that it cannot of itself change its position or condition of rest or motion; and that unless acted on by some external force it will remain at rest or in uniform motion. We call a body a mass in a state of rapid motion in reference to each other, while the body as a whole remains at rest; but we also use this term to denote a collection of several particles, unless otherwise stated. By a particle we mean the smallest conceivable portion of a body. Second Law. The action of every force is equal and opposite to another force acting on another body; and these two forces together produce no effect except to alter their own positions relative to each other. This law expresses that every force produces an equal and opposite reaction; but since every action has an equal and opposite reaction, neither action nor reaction can exist alone. Third Law. To every action there is always an equal and opposite reaction; or, if two bodies be in mutual contact they must mutually exert forces upon each other; but since these forces are equal and opposite they cannot produce any net effect. From this law it follows that if a body be acted on by two forces simultaneously, one acting on one side and one on another side, then if these two forces are equal and opposite they will balance each other; but if they are unequal they will produce a resultant force tending towards that side where one force acts more strongly than another; but if this resultant force tends towards one side it will cause that side to move towards that side until all these movements are combined. Newton by means of his laws deduced many important conclusions respecting motion. One of them is that if a polygon (Fig. 1114) with a uniform velocity of $v_1$ rise one second, and then be brought to rest; and the side $b$ rise in the same time, and then be brought to rest; and $v_2$ and finally $v_3$ in the same man- ner; then if all these movements be impressed upon any body at once it will rise uniformly with velocity $v$, which will be found at $t_1$, at the end of one second; and if all these movements be impressed upon any body at once it will rise uniformly with velocity $v_2$, which will be found at $t_2$, at the end of two seconds; and if all these movements be impressed upon any body at once it will rise uniformly with velocity $v_3$, which will be found at $t_3$, at the end of three seconds; and so on indefinitely. All the forces acting upon a body at any instant. This law fully stated would read: An acting force is one which produces a change in the velocity of a body, and is proportional to the rate of change of 510 DYNAMICS. the momentum produced in the body ; its effect will be parallel to its line of action, and be indepen- dent of the state of the body in regard to rest or motion at the time of action of the force. 8. Definition. The law which governs the motion of bodies under the influence of forces is called Newton's first law, as follows : 1. If one presses a stone with his finger, his finger is also pressed by the stone. 2. If one draws a drawn load, the drawn load is drawn back again, so to speak, equally towards the man. 3. If one throws a ball, it will travel in a straight line until it strikes something, and then it will move in a direction equal and opposite to that in which it was thrown. Illustrations. If an object is acted upon by two forces in different directions, and if these forces are equal in magnitude, there will be equilibrium, and no motion will result from the effort. So as regards to the motion of a horse and cart, if the horse pulls in one direction and the cart in another, there will be equilibrium, and no motion will result from the effort. An erroneous view of the law will result if we consider the action as produced by a single body, or, generally speaking, by a single point. The action is really between bodies, and both bodies are always involved in an action, and a force is always exerted on every body only. When a ball is fired from a gun, the force of the powder acts equally against the ball and the gun. Attra- tion between two bodies is always mutual. If a man throws a ball, he exerts a force on it in one direction, and the ball exerts an equal force on him in the opposite direction. If the action of the force be in one direction in reference to one body, it will be in exactly the same way directed in reference to any other body. In this way all forces are considered to act in pairs, the opposite direction it is called a reaction. Action and reaction are precisely the same things in a mechanical sense. It is true that they are not always equal in magnitude; but they are always equal in direction. Thus when a man walks across water, he does not sink because he exerts an equal pressure on each foot; but he does not rise because he has no support from either foot. It is the force which acts equally in contrary directions, and not the bodies. Thus, when the horse draws a load, an action is induced between the breast of the horse and the collar against which he presses, and to maintain this pressure the horse pushes against the earth. The horse and load move Illustration I. If two boats of equal size, resting upon still water, are connected by a rope, and a man in one boat pulls on this rope with equal velocity. Then both boats will move with equal velocities. And if a man in the other boat pulls on the same rope with a force of 100 lbs., they will not approach each other any faster. They will meet at a point midway between them. If several men pull on one rope with unequal forces, they will not move together with equal velocity. If one man pulls with a force of 30 lbs., each of his partners will indicate 30 lbs., if they are all accurate. 3. If two men pull at the end of a rope with equal forces, they will move together with equal velocity; but if one man pulls with 100 lbs., and not 100 lbs.; for the action of one is the reaction of the other. 4. If a ball driven from a gun was not heavy enough to go through a window pane; but if it were heavy enough to go through it would have done so; and if the ball were heavier than the gun, the gun would be shot away from the ball; so it speaks instead of the ball away from the gun. The author has endeavoured to explain dependently of any cause resulting when thus treated, it is called *sternation*, or the science of pure motion. Variety of motions may be observed by comparing with some milk chosen as standard. In regard to motion, the unit of reference is time, and may be a second, minute, hour, day, year, etc., according to circumstances; but for purposes of comparison we must use some fixed period, as when we speak of rate of interest, rate of exchange; and in other commercial matters we have units of measure such as pounds or ounces; but for purposes of comparison we must use some definite per- iods of time or equal times; and in all other cases it is variable. In the definition for uniform velocity, it must be understood that the equal portions of space may be chosen arbitrarily. In periods of time less than one second or more than one year we cannot make our comparisons; hence the times of successive vibrations may be equal, but the velocity along the path may constantly vary. If at any instant A moves twice as fast as B (or vice versa), then A covers twice as much distance in half time; so that if the body moves over the span (a) in a given time (t), we have for its velocity (\(v\)) \[ v = \frac{a}{t} \] or uniform velocity is found by dividing the space passed over by the time. If the velocity be DYNAMICS. 511 variable, it is measured by the space over which the body would pass in a unit of time if moved with the velocity which it had at the instant considered. Most of the investigations in regard to velocities have been made on this principle, and we shall use it in our present investigation. The degree of approximation by finding the space passed over in a very small portion of time. We have generally assumed that the velocity is uniform, but it is not always so. In order to find the velocity at any point, we must know its value at some other point, and then the velocity at the point in question will be found by dividing the velocity at any two points by the ratio of their distances apart. Thus, suppose that a body starts from rest, and moves with a uniformly increasing velocity, and that after one second it has reached a velocity of 3 feet per second, and after two seconds it has reached a velocity of 6 feet per second. Then, at the end of one second its velocity will be 3 feet per second, and at the end of two seconds it will be 6 feet per second. At the end of three seconds it will be 9 feet per second, and so on; and hence, at the end of $n$ seconds its velocity will be $3n$ feet per second. This is called the angular velocity in radians per second. Angular velocity in radians per second will be the quotient obtained by dividing the actual velocity by the radius of the circular path. The result may be reduced to degrees if desirable, but in this case it is given in radians. Examples.--1. Required the angular velocity of the earth in its rotation on its axis. The earth turns once in a day, or 24 hours, or 86,400 seconds. The circumference of the earth's equator is $3960 \times 2\pi = 24160$ miles. Hence, the angular velocity will be $\frac{24160}{86400} = 0.28$ radians per second. 2. Required the angular velocity of a fly-wheel whose radius is 5 inches and which makes one revolution every 10 seconds. The circumference will be $2\pi \times 5 = 31.415$ inches. Hence, the angular velocity will be $\frac{31.415}{10} = 3.1415$ radians per second. The circumference will be $2\pi \times 5 = 31.415$ inches; hence, the velocity will be $4 \times 31.415 = 125.663$ feet per second. If the motion is not along a circular path, and the velocity is variable, we must find the angular velocity by means of a mean velocity, or average velocity, and by the determination of the reader is referred to the notes treated at the end of this article. The acceleration is the rate of change of velocity with respect to time. It is sometimes called instantaneous acceleration, if desired; otherwise it is called simply acceleration. If the velocity increases at a uniform rate, the acceleration will be measured by the increase of the velocity for a unit of time. The unit understood to be one second; hence, if a body starts from rest and attains a velocity of 3 feet per second in one second, its acceleration will be 3 feet per second squared (written $3 \text{ ft/s}^2$). If instead of starting from rest it begins with a velocity of 3 feet per second and attains a velocity of 6 feet per second in one second, its acceleration will be $6 - 3 = 3$ feet per second squared (written $3 \text{ ft/s}^2$). In both cases, however, if we consider what happens during half a second, we see that during this interval its speed would have increased from 3 to 4.5 feet per second; hence its acceleration would have been $\frac{4.5 - 3}{0.5} = 3$ feet per second squared (written $3 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 3 feet per second; hence its acceleration would have been $\frac{3 - 0}{0.5} = 6$ feet per second squared (written $6 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 6 feet per second; hence its acceleration would have been $\frac{6 - 0}{0.5} = 12$ feet per second squared (written $12 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 12 feet per second; hence its acceleration would have been $\frac{12 - 0}{0.5} = 24$ feet per second squared (written $24 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 24 feet per second; hence its acceleration would have been $\frac{24 - 0}{0.5} = 48$ feet per second squared (written $48 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 48 feet per second; hence its acceleration would have been $\frac{48 - 0}{0.5} = 96$ feet per second squared (written $96 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 96 feet per second; hence its acceleration would have been $\frac{96 - 0}{0.5} = 192$ feet per second squared (written $192 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 192 feet per second; hence its acceleration would have been $\frac{192 - 0}{0.5} = 384$ feet per second squared (written $384 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 384 feet per second; hence its acceleration would have been $\frac{384 - 0}{0.5} = 768$ feet per second squared (written $768 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 768 feet per second; hence its acceleration would have been $\frac{768 - 0}{0.5} = 1536$ feet per second squared (written $1536 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 1536 feet per second; hence its acceleration would have been $\frac{1536 - 0}{0.5} = 3072$ feet per second squared (written $3072 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 3072 feet per second; hence its acceleration would have been $\frac{3072 - 0}{0.5} = 6144$ feet per second squared (written $6144 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 6144 feet per second; hence its acceleration would have been $\frac{6144 - 0}{0.5} = 12288$ feet per second squared (written $12288 \text{ ft/s}^2$). In other words, during half a second its speed would have increased from zero to 12288 feet per second; hence its acceleration would have been $\frac{12288 - 0}{0.5} = 24576$ feet per seconde 518 DYNAMICS. such as to cause $g$ to descend through 8 inches in the first second, then it will cause it to descend through 1 foot in 6 seconds, and through 4 feet in 8 seconds. It will be observed that the space $y$ at the end of the first second is equal to the space $x$ at the end of the second second, and so on. The space $x$ at the end of the first second is $3 \times 8 = 24$ inches = 2 feet. If the additional weight be removed, and a small bar placed upon the weight $g$, and the stage be at any division of the scale at which the weight would arrive at the end of any number of seconds, the stage will intercept the bar with its descent, and the weight will move to the end of the second second be 2 feet, in which case the weight would have descended 1 foot at its time of passing over the point $x$. If we suppose that this weight is now removed, and a smaller weight $g'$ is placed upon it, and a smaller weight upon the weight $f$, so that $g'$ will still descend; but as soon as the stage intercepts the bar with the small weight upon it, it becomes the heavier body, and will descend through 1 foot in 6 seconds, and through 4 feet in 8 seconds. This is shown by drawing a line parallel to $y$ at the time of $g$ passing the stage $z$. By direct experiment it has been shown that the velocity of a falling body is nearly at the end of one second is about 32 feet per second, usually represented by the symbol $y$; and this is the exact result obtained by experiments made with bodies of different weights. When a body is thrown near the pole, and less at the equator; it will be less on a high mountain than at its foot; it will be low at the bottom of a deep mine, if that point lie below the natural surface of the earth; still, in all probability, it will fall with nearly uniform velocity throughout its descent. The law of gravity is therefore very nearly true. The law of motion is also nearly true. The resistance of air must be considered. This value of $y$ corresponds with $y$ in preceding paragraph, and substituting for $y$ in equation (1) we find $\frac{dy}{dt} = y^2$ $$\frac{dy}{dt} = y^2$$ where $y$ is velocity. Example I. How fast will a body fall in five seconds? Here we have $y = 16 \times (5 - \frac{1}{2}) = 400$ feet. 2. What velocity will a body acquire in falling 100 feet? Here we have $y = 16 \times (10 - \frac{1}{2}) = 130$ feet. 3. What velocity will a body acquire that is falling four seconds? Here we have $y = 16 \times (4 - \frac{1}{2}) = 56$ feet. The law of ascent is exactly the reverse of that of descent. In the ascent the velocity will de- crease uniformly until it becomes zero when it reaches its highest point; after which it increases again to its original height that it would be necessary for the body to fall in order to acquire that velocity. When a body is projected horizontally, there is no resistance of air against its motion; but resistance of the air varies nearly at the square of the velocity; so that when the velocity is great the resistance is also great, and the velocity as a consequence will be greatly reduced. If a body be projected upward with a velocity such that its resistance equals its own weight, then it will continue to rise for evermore, as against the resistive both in upward and downward movements, tendency constantly to diminish it. The same thing happens when a body is projected downward with a velocity greater than that required to keep it in equilibrium as such when the fall is more than 200 or 300 feet. When the resistance of air is considered as such when the fall is more than 200 or 300 feet. When the resistance of air is considered as such when the fall is more than 200 or 300 feet. When the resistance of air is considered as such when the fall is more than 200 or 300 feet. Forces move or tend to move any body upon which it acts. Of its essential nature we know nothing, but it is sufficient to say that every force tends to produce some change in position or state of rest of which a body is transported from one place to another in use, and always will be unknown; it is deemed by many philosophers to be an action between two bodies; but this view does not agree with our laws of action, and these must be learned by observation. Force may properly be regarded as an action between two bodies; but this view does not agree with our laws of action, and these must be learned by observation. Force may properly be regarded as an action between two bodies; but this view does not agree with our laws of action, and these must be learned by observation. Thus, when a projectile is fired from a gun, it is not generally necessary to con- tinue the motion of the gun, but that of the ball only. In considering the attraction of the sun upon terrestrial bodies, we consider only those parts of its mass which are near us; for that body is so large compared with any one or even with all of the planets, that their combined attraction upon any one planet can never exceed that due to one part alone; for intensity is equal in contrary directions. But we often see this expression "unbalanced force." This is commonly used in speaking of forces acting on bodies which are not acted upon by any other force different from what they act upon themselves. There are many different names, such as attractive force, repulsive force, central force, centripetal force, chemical force, force of electricity etc., but these only define the mode or character of its action. The term- ination "a" indicates that there are other forces acting simultaneously which are not equal and equivalent in French units etc., any effect produced by a force or any expression into which force enters where there should not enter according to our laws. In this sense such expressions as force of momentum, force of vision, force of work etc., are improper. The measure of force may be expressed either by its effect upon matter or by its effect upon another whether it produces motion or results only to pressure. Force may also be measured by changes of motion which it is capable of producing in a unit of time. Action between two bodies may produce an effect upon a body at a distance without any medium between them and bodies. Our first experiment was opposed to this. The boy threw his ball up with some velocity; he could not catch it unless he threw it back down towards him at a distance by means of his eye; electricity produces an effect hundreds of miles distant through mediums like water or air; magnetism produces an effect thousands miles distant through air. But a magnet will attract iron when placed in its perfect vacuum, and hence when there is no apparent medium between them ; and the intersection of another body does not seem to prevent or even modify its action. This looks like action at a distance. Philosophers regard this as DYNAMICS. 513 particles of matter actually touch each other; and if this be true, it appears that all actions are no- mally at a distance, though in this case the distance would be inconceivably small. But this is de- batable ground, and we leave it, simply remarking that, according to our present knowledge, the action of one body upon another is always at a distance. The Law of Universal Gravitation, discovered by Sir Isaac Newton, is the most exact and far- reaching of all the laws of nature. It is the law which explains the attraction between two particles directly as the product of their masses, and inversely as the square of the distance between them. In reference to one particle, we see that its attraction towards any other particle is equal to the force with which it attracts itself, which varies as its mass and inversely as the square of the distance between them; and hence it follows that the attraction of a homogeneous sphere on any point within it may be deduced. It follows from this law that the attraction of a homogeneous sphere on any point within it will vary inversely as the cube of the distance from the centre, as well as if the entire mass were concentrated at the centre of the sphere; and hence the attraction of two homogeneous spheres will vary inversely as the cube of the distance between their centres. The attraction of a perfectly homogeneous spherical shell is the same as if all its mass were concentrated at its centre; and from this result it is easily shown that if the earth were a homogeneous sphere, the force of gravity would be zero at its centre. We have seen that in a homogeneous sphere, the force of gravity is zero at its centre; but when a body is weighed with a spring balance, it will weigh less at the equator than at high latitudes, and less on a mountain than on a level plain. This difference arises from the fact that in different places on the surface of the earth, the inequalities of the movements of the planets in their orbits, and many other interesting phenomena in astronomy, are very great. These facts show that in different places on the earth's surface, forces are repulsive in their action. The force which with both bodies repel each other, when one is positively and the other negatively electrified, varies inversely as the square of the distance between them. Weight is simply a measure of the action of gravity upon the body ; or more strictly speaking, it is a measure of the force with which gravity acts upon a body. A body weighing 100 pounds may be weighed with a spring balance, so it will weigh less at the equator than at high latitudes, and less on a mountain than on a level plain. This difference arises from the fact that in different places on the surface of the earth, the weight of a body would be equal at all points on its surface; but it is so balanced at the poles that the distance of the pole from any given point is greater than at any other place. Hence, in different places on the earth's surface, forces are repulsive in their action. The force which with both bodies repel each other, when one is positively and the other negatively electrified, varies inversely as the square of the distance between them. Weight is simply a measure of the action of gravity upon the body ; or more strictly speaking, it is a measure of the force with which gravity acts upon a body. A body weighing 100 pounds may be weighed with a spring balance, so it will weigh less at the equator than at high latitudes, and less on a mountain than on a level plain. This difference arises from the fact that in different places on the surface of the earth, the weight of a body would be equal at all points on its surface; but it is so balanced at the poles that the distance of the pole from any given point is greater than at any other place. Hence, in different places on the earth's surface, forces are repulsive in their action. The force which with both bodies repel each other, when one is positively and the other negatively electrified, varies inversely as the square of the distance between them. Weight is simply a measure of the action of gravity upon the body ; or more strictly speaking, it is a measure of the force with which gravity acts upon a body. A body weighing 100 pounds may be weighed with a spring balance, so it will weigh less at the equator than at high latitudes, and less on a mountain than on a level plain. This difference arises from the fact that in different places on the surface of the earth, the weight of a body would be equal at all points on its surface; but it is so balanced at the poles that the distance of III. A B C D E weight is simply a measure of gravity acting upon a body; or more strictly speaking, it is a measure of the force with which gravity acts upon a body. A body weighing 100 pounds may be weighed with a spring balance, so it will weigh less at high latitudes than at low latitudes; and less on a moun- tain than on a level plain. This difference arises from the fact that in different places on the earth's surface, forces are repulsive in their action. The force which with both bodies repel each other, when one is positively and the other negatively electrified, varies inversely as the square of the distance between them. Weight is simply a measure of gravity acting upon a body; or more strictly speaking, it is a measure of the force with which gravity acts upon a body. A body weighing 100 pounds may be weighed with a spring balance, so it will weigh less at high latitudes than at low latitudes; and less on a mountain than on a level plain. This difference arises from the fact that in different places on the earth's surface, forces are repulsive in their action. The force which with both bodies repel each other, when one is positively and the other negatively electrified, varies inversely as the square of the distance between them. Weight is simply a measure of gravity acting upon a body; or more strictly speaking, it is a measure of the force with which gravity acts upon a body. A body weighing 100 pounds may be weighed with a spring balance, so it will weigh less at high latitudes than at low latitudes; and less on a mountain than on a level plain. This difference arises from the fact that in different places on the earth's surface, forces are repulsive in their action. The force which with both bodies repel each other, when one is positively and the other negatively electrified, varies inversely as the square of the distance between them. Weight is simply a measure of gravity acting upon a body; or more strictly speaking, it is a measure of the force with which gravity acts upon a body. A body weighing 100 pounds may be weighed with a spring balance, so it will weigh less at high latitudes than at low latitudes; and less on a mountain than on a level plain. This difference arises from the fact that in different places on the earth's surface, forces are repulsive in their action. The force which with both bodies repel each other, when one is positively and the other negatively electrified, varies inversely as the square of the distance between them. Weight is simply a measure of gravity acting upon a body; or more strictly speaking, it is a measure of the force with which gravity acts upon a body. A body weighing 100 pounds may be weighed with a spring balance, so it will weigh less at high latitudes than at low latitudes; and less on a mountain than on a level plain. This difference arises from the fact that in different places on the earth's surface, forces are repulsive in their action. The force which with both bodies repel each other, when one is positively and the other negatively electrified, varies inversely as the square of the distance between them. Weight is simply a measure of gravity acting upon a body; or more strictly speaking, it is a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure III. A B C D E weight is simply a measure 514 DYNAMICS. Forces of great intensity may act in contrary directions upon a body, thus partially or wholly neutral- izing each other's effect, and producing little or no motion. Thus, when a locomotive draws a train of cars, a portion of the pulling force is directly applied to the resistance of the air, friction on the track, and the weight of the cars, while another portion is applied to the cars themselves, so that the same will be the effective pulling force. When the resistance equals the pulling force, motion becomes uniform. This is called the limiting case of motion. The following example will illustrate this very simple ex- planation of what has already been explained. It is according to Newton's second law, measured by the rate at which the velocity increases with time. The greater the force, the greater will be the acceleration, hence we have: Force = mass x acceleration. This means of force was called by Galen "the absolute measure." Illustration 1.—If two equal sliders were connected by a string, and a boy were to pull on the free end with a constant force of 1 lb., what would be the tension of the connecting string, supposing the slider to be at rest? The answer is that there would be no tension in the string, because there would be no force caused by moving the masses; and since the force will be equally distributed throughout the masses, the result will be zero tension in the string. If both sliders are light, then they will move with equal speed. The lighter the moving parts of an engine, the greater will be their speed for a given steam-pressure when no work is being done. Newton's first law states that of a mass into its velocity, and is often called quantity of motion. It is a measure of the effect produced by a force in giving a start, and hence may properly be called a measure of velocity. In order to understand this law fully, it is necessary to consider how much per unit so small that the intensity of the force during each interval of time may be considered constant; thus this law can be stated as follows: A force acting on a body produces an acceleration equal to one unit of Momentum in not a force, nor the measure of force. The unit of momentum is the momentum of a unit of mass moving with a unit velocity; and in English measure it is 1 pound of mass moving with a velocity of 1 foot per second. Work is the overcoming of a resistance continuously recurring along the path of motion. This definition is too general and does not apply to all cases. For instance, when a man walks up a hill he does work. But in treating of forces generally, it is found advisable to extend this definition as follows: A force is said to do work when it overcomes any resistance that impedes its motion. For example, if a man weight a ladder, he does a certain amount of work; and if he drops it when he gets to the top, gravity will do just the same amount of work in pulling it to the earth again; and when he gets up again he does exactly as much work as before. Hence it appears that gravity does no work at all on an object that gravity did in pulling it down. A horse does work as it draws a load; it does work in walking up a hill; it does work in lifting water out of wells; it does work in driving machines; it does work in running races; it does work in hauling heavy loads; it does work in pulling wagons; it does work in pulling sleds; it does work in pulling carts; it does work in pulling carriages; it does work in pulling trains; it does work in pulling boats; it does work in pulling ships; it does work in pulling cars; it does work in pulling automobiles; it does work in pulling tractors; it does work in pulling trucks; it does work in pulling buses; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does work in pulling trains; it does工作 DYNAMICS. 515 measure the space according to some scale, and the altitude $F$ of the force according to some other scale. But if the force is not constant, a curve or broken line may be drawn, Fig. 1118, a, the base of which will represent the space, and the perpendiculars $C$, $M$, $N$, etc., from which to the curved line will represent the resistance at the corresponding point of the path. The area of the figure thus found will represent the work in foot-pounds. The area may be found to any degree of approximation by dividing it into rectangles or trapezoids, and finding their areas separately. If the force acts at an angle with the path, then we must find its component parallel to the path, and this component multiplied by the distance over which it acts parallel to the path. Let $F$, Fig. 1118 a, be the latter force; then, to find the work which it can do, multiply the force in pounds by the space in feet over which the body is acted upon. In this case, however, we have to consider that the body does not require as much to draw the body along as when it acts horizontally. If we know the force and the space over which it acts parallel to the path, we can find how much it pulls along, as follows: Draw the line $O P$, making the same inclination upwards as the actual force, and let $O A$ on the solid represent the number of pounds in $F$. Draw $O A$ hori- zontal and a vertical; then all of $A B$ represents the lift on the load and $O A$ the horizontal pull. A diagram showing a curved line representing resistance (line AB) and a straight line representing space (line CD). The diagram is labeled "Example - Let the force be 100 lbs pulling upward at an angle of 30°. Let OA = 1 inch; then it will be found that OA = 0.5 inches. The space from A to B will be 4 inches. The upward lift will be 4 x 0.5 = 2 lbs, and the horizontal pull will be 4 x 0.5 = 2 lbs. Therefore, if a load of 100 lbs is pulled up at an angle of 30°, there would be a loss." Example.-Let the force be 100 lbs pulling upward at an angle of 30°. Let $OA = 1$ inch; then it will be found that $OA = 0.5$ inches. The space from $A$ to $B$ will be 4 inches. The upward lift will be $4 \times 0.5 = 2$ lbs, and the horizontal pull will be $4 \times 0.5 = 2$ lbs. Therefore, if a load of 100 lbs is pulled up at an angle of 30°, there would be a loss. In passing from one point to another by a working point may be much longer than that described by the force. Thus, in a steam-engine, let $K F P E$, Fig. 1118 c, represent the stroke of the piston. $D$ is connected with $E$, and $E$ with $F$. The length of $K D$ is equal to half of that of $K F P E$, because it is equal to half of the extremity of the crank. The diameter $E P$ will equal the stroke of the piston. To find the work done by the steam in driving the crankpin around the circumference of a circle, we divide the circumference into two parts: one part being represented by $K D$, and the other by $E F$. In passing from $A$ to $B$, Fig. 1118 c, the path is along the arc, but the force of steam is always perpendicular to this arc; therefore, if we call this force $\overline{AB}$, then $\overline{AB} \times \overline{AD} = \overline{AE} \times \overline{EF}$; therefore, if we call this work done by steam equal to $\overline{CD}$; therefore, if we call this work done by steam equal, then total steam-pressure upon these points will be equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, if we call this pressure equal to $\overline{CD}$; therefore, When the motion is uniform so that the space over which a body moves is proportional **516 DYNAMICS.** the time by the velocity. If now two machines work at different rates, the ratio of work which they can do in a given time will be directly as their velocities. Thus, if one moves at the rate of 4 miles an hour and the other at the rate of 8 miles an hour, then the latter goes twice as fast as the former, and does twice as much work in a given time. Now, if we wish to determine the efficiency of machinery, it is only necessary to determine their rate of doing work, and compare this with the amount of power expended in working them. This power is usually expressed in horse-power, which is the power required to raise 33,000 lbs. (one ton) per minute. The unit of power is horse-power, which is equivalent to raising 33,000 lbs. (one ton) per minute. Example.--1. A spring-balance being placed between the lever and a plough, it is observed that a rope of 100 feet long will raise 100 lbs. 10 times in one minute, and that a rope of 200 feet long will raise 100 lbs. 5 times per hour. What horse-power is expended in working the plough? First find the velocity in feet; i.e., will be $v = \frac{1}{60} \times 100 = \frac{5}{3}$ feet per second. Then find the power expended in raising 100 lbs. per minute; i.e., will be $P = \frac{33,000 \times 100}{60} = 55,000$ foot-pounds per minute. The work done will be $W = P \times v = 55,000 \times \frac{5}{3} = 91,667$ foot-pounds per minute. Dividing this by 33,000 gives $\frac{91,667}{33,000} = 2.77$ horse-power. 2. A horse whose weight is 800 lbs. runs at the rate of 40 miles per hour, if the traction of the train is $b$ per cent; required the horse-power expended by the engine. Solution: The traction of the train is $b$ per cent of its weight; hence $b = \frac{800}{40} = 2$. The velocity of the train is $v = \frac{40}{60} = \frac{2}{3}$ mile per hour; and the velocity per mile is $\frac{1}{\frac{2}{3}} = \frac{3}{2}$ miles per hour. The work done by the horse will be $W = P \times v = 33,000 \times \frac{3}{2} = 49,500$ foot-pounds per mile. The number of miles run by the horse in one hour is $\frac{49,500}{800} = 6.2$ miles per hour. Hence the number of hours run by the horse in one hour is $\frac{6.2}{4} = 1.55$ hours. The number of hours run by the horse in one day is $\frac{1.55}{24} = 0.064\) hours per day. The expression for energy may be applied to all kinds of material activities in nature. *Elastic energy* is the energy of a moving mass. The energy of a moving body is equal to its momentum multiplied by its velocity; but since momentum is equal to mass multiplied by velocity, it follows that elastic energy is equal to mass multiplied by velocity squared. When a body moves through a resisting medium, such as the motion is produced, and part with it whatever it meets with a resistance. The expression for elastic energy when a body moves through a resisting medium is $\frac{mv^2}{2}$ where $m$ represents mass and $v$ represents velocity. Example.--If a ball whose weight is 1 lb., has a velocity of 1 ft./sec., then how far will it penetrate the earth if the resistance is constant and equal to $b$ lbs.? Here have $w = b$, $v = 1$, and $a = b$. Then $\frac{mv^2}{2} = \frac{b(1)^2}{2} = \frac{b}{2}$ foot-pounds. In order to destroy the energy of a body, a force must act against it. If there were no hole through which the earth could be penetrated by a ball having a velocity of 1 ft./sec., then it would pass through without any change in its velocity; but since there was a hole through which it could pass, it would lose some of its velocity as it passed through this hole; and after passing through this hole it would again gain some of its velocity as it came out on the other side; thus it would continue to gain and lose some of its velocity until finally it would come to rest against something solid; but before this happens it would have lost some of its velocity due to frictional resistance. Example.--If a ball whose weight is 1 lb., has a velocity of 1 ft./sec., then how far will it penetrate the earth if the resistance is constant and equal to $b$ lbs.? Here have $w = b$, $v = 1$, and $a = b$. Then $\frac{mv^2}{2} = \frac{b(1)^2}{2} = \frac{b}{2}$ foot-pounds. The mechanical equality of heat.--Energy also exists in the form of heat in all parts of bodies. Heat is not a material substance, but consists of the rapid vibrations of the particles composing bodies; these particles are always in motion, and therefore possess kinetic energy; and the pressure between any two bodies is supposed to be due to the striking of particles against each other; hence heat is constantly being generated within every body whenever any work is done by it. Dr. Joule of England, although he knew that heat was a form of energy was shown previously by Count Rumford, as early as the year 1799. He observed that boring a DYNAMICS. 517 manus with a blunt tool produced a high degree of temperature, and in one experiment so much heat was generated by the friction as to cause water to boil. But Dr. Joule, during the years from 1840 to 1843, by elaborate and careful experiments, proved that the amount of heat in a body could be expressed in terms of work done on it. The formula which he established is $W = \frac{1}{2}mv^2$, where $W$ is the work done, $m$ the mass of the body, and $v$ its velocity. This formula was first published in 1843, but was discovered independently by Mr. James Clerk Maxwell, who published his results in 1844. In 1846, Mr. Joule's results were confirmed by Mr. John Tyndall, and in 1847 by Mr. James Clerk Maxwell. The law of conservation of energy is a fundamental principle of physics, and has been verified by many experiments. It states that energy may be converted into other forms, but cannot be created or destroyed. For example, when a body is heated, its internal energy increases, and this increase is equal to the heat absorbed. When a body is cooled, its internal energy decreases, and this decrease is equal to the heat given off. The law of conservation of energy also applies to chemical reactions, such as combustion and respiration. In order to understand the law of conservation of energy, we must first consider the various forms in which energy may exist. There are three main forms: kinetic energy, potential energy, and latent energy. Kinetic energy is the energy possessed by a moving object due to its motion. Potential energy is the energy possessed by an object due to its position relative to some other object. Latent energy is the energy possessed by a substance in a state of change, such as ice or water. The law of conservation of energy can be stated mathematically as follows: $$E_1 + E_2 = E_3$$ where $E_1$ and $E_2$ are the initial energies of two objects, and $E_3$ is their final combined energy. This equation shows that the total energy of a system remains constant, regardless of how it is distributed among its components. For example, if two objects have a total energy of 100 units, they will always have a total energy of 100 units, even if one object gains more energy than the other. The law of conservation of energy has many important applications in physics. For example, it explains why objects fall to the ground when dropped from a height. When an object is dropped from a height, its potential energy is converted into kinetic energy as it falls. At the same time, the object loses some of its kinetic energy due to air resistance. As a result, the object reaches the ground with less kinetic energy than it had at the beginning. Another important application of the law of conservation of energy is in thermodynamics. Thermodynamics deals with the transfer of heat between systems and their surroundings. According to the law of conservation of energy, heat cannot be created or destroyed; it can only be transferred from one system to another. This means that any system that absorbs heat will also release some heat to its surroundings. In conclusion, the law of conservation of energy is a fundamental principle of physics that has many important applications in science and engineering. It explains why objects fall to the ground when dropped from a height, and why heat cannot be created or destroyed. By understanding this principle, we can better appreciate the complexity and beauty of nature. **Question:** What is the formula for converting kinetic energy into work? **Answer:** The formula for converting kinetic energy into work is $W = \frac{1}{2}mv^2$, where $W$ is the work done, $m$ is the mass of the body, and $v$ is its velocity. **Question:** What are the three main forms of energy mentioned in the passage? **Answer:** The three main forms of energy mentioned in the passage are kinetic energy, potential energy, and latent energy. **Question:** What does the law of conservation of energy state? **Answer:** The law of conservation of energy states that energy may be converted into other forms, but cannot be created or destroyed. **Question:** How does an object gain kinetic energy when it falls from a height? **Answer:** An object gains kinetic energy when it falls from a height because its potential energy is converted into kinetic energy as it falls. As it falls, it loses some of its kinetic energy due to air resistance. **Question:** What is thermodynamics? **Answer:** Thermodynamics deals with the transfer of heat between systems and their surroundings. **Question:** What does the law of conservation of energy explain about heat? **Answer:** The law of conservation of energy explains that heat cannot be created or destroyed; it can only be transferred from one system to another. **Question:** What does "latent" mean? **Answer:** "Latent" means existing in a state of change or transformation. For example, ice is latent water until it melts into liquid water. **Question:** What does "potential" mean? **Answer:** "Potential" means existing in a state of readiness or readiness for action. For example, a person has potential for success if they are willing to work hard and persevere. **Question:** What does "kinetic" mean? **Answer:** "Kinetic" means existing in motion or movement. For example, an object has kinetic energy when it is moving. **Question:** What does "latent" mean? **Answer:** "Latent" means existing in a state of change or transformation. For example, ice is latent water until it melts into liquid water. **Question:** What does "potential" mean? **Answer:** "Potential" means existing in a state of readiness or readiness for action. For example, a person has potential for success if they are willing to work hard and persevere. **Question:** What does "kinetic" mean? **Answer:** "Kinetic" means existing in motion or movement. For example, an object has kinetic energy when it is moving. **Question:** What does "latent" mean? **Answer:** "Latent" means existing in a state of change or transformation. For example, ice is latent water until it melts into liquid water. **Question:** What does "potential" mean? **Answer:** "Potential" means existing in a state of readiness or readiness for action. For example, a person has potential for success if they are willing to work hard and persevere. **Question:** What does "kinetic" mean? **Answer:** "Kinetic" means existing in motion or movement. For example, an object has kinetic energy when it is moving. **Question:** What does "latent" mean? **Answer:** "Latent" means existing in a state of change or transformation. For example, ice is latent water until it melts into liquid water. **Question:** What does "potential" mean? **Answer:** "Potential" means existing in a state of readiness or readiness for action. For example, a person has potential for success if they are willing to work hard and persevere. **Question:** What does "kinetic" mean? **Answer:** "Kinetic" means existing in motion or movement. For example, an object has kinetic energy when it is moving. **Question:** What does "latent" mean? **Answer:** "Latent" means existing in a state of change or transformation. For example, ice is latent water until it melts into liquid water. **Question:** What does "potential" mean? **Answer:** "Potential" means existing in a state of readiness or readiness for action. For example, a person has potential for success if they are willing to work hard and persevere. **Question:** What does "kinetic" mean? **Answer:** "Kinetic" means existing in motion or movement. For example, an object has kinetic energy when it is moving. **Question:** What does "latent" mean? **Answer:** "Latent" means existing in a state of change or transformation. For example, ice is latent water until it melts into liquid water. **Question:** What does "potential" mean? **Answer:** "Potential" means existing in a state of readiness or readiness for action. For example, a person has potential for success if they are willing to work hard and persevere. **Question:** What does "kinetic" mean? **Answer:** "Kinetic" means existing in motion or movement. For example, an object has kinetic energy when it is moving. **Question:** What does "latent" mean? **Answer:** "Latent" means existing in a state of change or transformation. For example, ice is latent water until it melts into liquid water. **Question:** What does "potential" mean? **Answer:** "Potential" means existing in a state of readiness or readiness for action. For example, a person has potential for success if they are willing to work hard and persevere. **Question:** What does "kinetic" mean? **Answer:** "Kinetic" means existing in motion or movement. For example, an object has kinetic energy when it is moving. **Question:** What does "latent" mean? **Answer:** "Latent" means existing in a state of change or transformation. For example, ice is latent water until it melts into liquid water. **Question:** What does "potential" mean? **Answer:** "Potential" means existing in a state of readiness or readiness for action. For example, a person has potential for success if they are willing to work hard and persevere. **Question:** What does "kinetic" mean? **Answer:** "Kinetic" means existing in motion or movement. For example, an object has kinetic energy when it is moving. **Question:** What does "latent" mean? **Answer:** "Latent" means existing in a state of change or transformation. For example, ice is latent water until it melts into liquid water. **Question:** What does "potential" mean? **Answer:** "Potential" means existing in a state of readiness or readiness for action. For example, a person has potential for success if they are willing to work hard and persevere. **Question:** What does "kinetic" mean? **Answer:** "Kinetic" means existing in motion or movement. For example, an object has kinetic energy when it is moving. \section*{EXERCISES} Exercise I.--The total amount of energy in the universe is conserved; from which it follows that matter is indestructible. 2\. The various forms of energy may be converted into one another without loss. 3\. Energy may be stored up; but no matter can be stored up indefinitely. 4\. A perpetual-motion machine is impossible; for the engine would require infinite power, and infinite time. 5\. A perpetual-motion machine cannot exist; for all matter tends towards equilibrium. 6\. Energy may be transformed into matter; but no matter can be transformed into energy. 7\. Energy may be transformed into light; but no light can be transformed into energy. 8\. Energy may be transformed into heat; but no heat can be transformed into energy. 9\. Energy may be transformed into sound; but no sound can be transformed into energy. 10\. Energy may be transformed into electricity; but no electricity can be transformed into energy. 11\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 12\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 13\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 14\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 15\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 16\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 17\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 18\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 19\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 20\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 21\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 22\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 23\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 24\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 25\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 26\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 27\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 28\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 29\. Energy may be transformed into chemical energy; but no chemical energy can be trans- formed into mechanical work. 30\. Energy may be transformed into chemi- 518 DYNAMITE. be a force applied to it at every point of its path to deflect it from a tangent to the path. If a string be attached to the body and to a fixed point, the constant pull of the string will cause the body to travel in the arc of a circle. The pull of the string represents the centrifugal force acting upon the motion of the body. If the body be at rest, then the action of the string will be zero, but when the body is set in motion by any means whatever, the action of the string will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward the center of rotation, and will be equal to the centripetal force required to keep the body in that state of motion. If the body be set in motion by a pull applied at some point on its path, then this pull will act directly toward DYNAMO-ELECTRIC MACHINES. 619 the principle outlined below, by some authority confused to derive in which electro-magnets are substituted for permanent magnets, the term "magnetoelectric" being applied to contrivances con- sisting merely of electro-magnets. The principles on which all such machines are constructed may be summed up briefly. For more detailed dis- cussion, reference may be made to the treatises of Faraday and Joule, and to the papers on this head. If a magnet is uniformly placed within a coil of insulated wire, and an electric current is set up in the wire in the field, provided its ends are uniformly connected. As long as the mag- net remains stationary, no current will flow through the circuit. But when the magnet is moved, a uni- form current arises in the coil, the direction of which is opposite to that of the former one. The direction of both currents is determined by the law of attraction between like poles. When the end of the magnet which is turned toward the coil. By causing a magnet and a coil of wire alter- nately to approach each other, two currents are produced in the wire. These currents are, however, of very short duration, but in other respects possess all the qualities of ordinary battery currents. The effect of these currents is to produce a force tending to move the magnet in the same past the ends of solution here surrounded with the coil, current being as before caused in the coil; and, as far as possible, so that they shall be parallel to each other. In order to prevent any portion of the oil or the steel iron moving past the magnetic poles. In practice, however, as the solution bar and solution cylinder are not perfectly parallel, there will be a certain amount of motion of oil or steel iron secured, this portion is made movable; and hence the modern dynamos or magnetoelectric machine consist of a fixed magnet and a moving "armature," this last name being applied to the coil and the core. In Pixii's machine, one of the first constructed, a permanent horseshoe magnet placed vertically, a pole piece at each end of which was connected with a pair of brushes resting upon a frame above. At each semi-rotation of the magnet a current was caused in the wire of the electro- magnetic circuit. This current was sufficient to cause a current to flow through another circuit. Into this continuous current, the commutator was inserted. This device is one of the most important portions of all machines producing alternating currents and its construction is exhibited in Fig. 1118. It consists essentially of two concentric cylinders A B C D E F G H I J K L M N O P Q R S T U V W X Y Z. The non-conducting material $F$, $G$, etc., and connected with the poles of any voltaic battery. So long as the cylinder $A$ remains stationary, no current can flow through $F$, $G$, etc., but when $A$ begins to move thereby, will receive a direct current; but since the cylinder is turned on its axis, and at each semi- revolution it passes through every point where $F$, $G$, etc., are situated, a continuous current flows through them. Hence, if we connect together all points where $F$, $G$, etc., are situated with the cylinder $A$ B combined with the sale of an induction machine, so that the sale or shaft may turn with or without the cylinder, and if the semi-inductor $B$ be connected to one pole of the electro- magnet $C$, and if we connect together all points where $C$ is situated with another semi-inductor $D$ which place when the cylinder is connected with a voltaic battery. The cylinder remaining fixed has no effect whatever on the current flowing through $F$, $G$, etc., but when it moves with respect to the cylinder $A$ B participates in the movement of the machine, the collected currents will always be of the same direction, as arrangements being such that the currents developed in the electro-magnetic changes differ when the wires $C$ and $D$ pass from one semi-cylinder to another. The form and A diagram showing Pixii's machine. 1118 combinations of apparatus vary greatly, but the foregoing sums up their fundamental principle—namely, to present to each conductor a circuit at every rotation of its conductor at each inversion of the cur- rent in its circuit. It should be added that many improvements have been made since this invention; various innovations have often produced rapidly gain due to deterioration of the apparatus. They have been made by those who have studied thoroughly this subject matter and have paid great attention to obtaining the attention of inventors is directed. It has been shown that there exists an arrangement involving as did a massive permanent moving magnet, and hence being open to many disadvantages, gave place to Satton's machine, in which a horizontal electro-magnet was placed before the point of a horizontal permanent magnet; and in Clarke's machine where he used two identical electro-magnets placed side by side with their axes parallel and the electro-magnet arranged to turn laterally beside it. Satton's arrangement is that shown in Fig. 1110. From this wheel if a band is extended around a small wheel or pulley it can be turned thereby 520 DYNAMO-ELECTRIC MACHINES. The upper part of the pillar $P$ slides into the lower part, and admits of being fixed higher or lower by the binding-crew $P$, so as to tighten the band as desired. A U-magnet $N$ is fixed horizontally with its axis parallel to that of the pole-piece, and is connected with the armature by means of a wire without touching them. The armature is made of a piece of soft iron, bent twice at right angles to resemble the shape of a letter $T$. The two ends of this wire are wound with fine wire with thread. This piece of iron, with its environing coils of fine wire, is fixed on one side of the armature from the pillar $P$ to another pillar erected between the poles of the magnet. This axis is caused to revolve periodically by a spring. Nieuwold's Machine.--Fig. 1121 is simply a multiple Clarke machine, inasmuch as the electro-magnets rotate laterally beside and between the permanent magnets. It possesses the advantage of requiring no commutator in order to produce continuous currents. Its construction is as follows: A circular disk is mounted on a horizontal axis; 12 bobbins are inserted in this disk in such a way as to receive the current from two different sources. The current passes through these bobbins in succession of a galvanic battery, and thus they form one continuous length. When in motion, all the bobbins on the left are traversed by a current in one direction, and all those on the right by a current opposite to that which traverses them. The current is thus alternately received from two batteries be- pared to two distinct batteries consisting of 6 elements each, connected together for tension. The winding of the disk is divided into two parts, one for each set of bobbins. These two sets are fast uprights which are the terminals of the machine. Twelve strips of copper are disposed radially, and to them are attached the two adjacent ends of every pair of bobbins. The metallic disks are usu- ally current-collectors; and as they are always in contact with several of the radial strips, they Another form of apparatus embodying permanent magnets is the *Alliance Machine*, Fig. 1122, which is used at Cape La Hève (see *Electric Current*), at Göttingen (Germany), at several stations in the south of France, at Paris, and at several stations in the north of Europe. The machine used at Cape La Hève has 8 rows of compound horseshoe magnets fixed symmetrically round a common frame. They are so arranged that opposite poles always em A diagram showing a multiple Clarke machine with electro-magnets rotating laterally beside and between permanent magnets. must always be traversed by electric currents. Hence the perfect continuity of the current devel- oped by this machine. This apparatus is serviceable in all cases requiring high tension but small quantity. 1230 DYNAMO-ELECTRIC MACHINES. 521 ceed each other, both in each row and in each circular set. There are 7 of these circular sets, with 8 intervening spaces. Six bronze wheels, mounted on one central axis, revolve in these intervals, the axis being driven by steam-power transmitted by a pulley and belt. The speed of rotation is usually about three revolutions per second. The number of poles in each wheel is equal to the number of circumfer- ence 16 coils, corresponding to the number of poles in each circular set. The core of each coil is A diagram showing a dynamo-electric machine with six wheels and a central axis. 1194 drift tube of soft iron, this form having been found peculiarly favorable to rapid demagnetization. Each core has its magnetism reversed 16 times in one revolution, by the influence of the 16 succes- sive poles, which are alternately positive and negative. In the same way, currents of opposite directions are generated in the coils. The coil can be connected in different ways, according to whether the current is to flow from the positive pole to the negative, or vice versa. Positive and negative poles are connected with the axis of the machine, which thus serves as the positive and negative electrodes. This machine is large and cumbersome, being 3 feet 5 inches long, 4 feet 4 inches wide, and 8 feet high; it weighs about 2 tons. Its illuminating power is about 100 candle-power. It is used for experiments only. The Siemens Machine (Figs. 1193, 1194, and 1195). This consists of an induction coil wound with soft iron wire, and surrounded by a bar of soft iron. The form known as the modified Siemens armature is Fig. 1193. This coil is made to receive by mechanical means between curved iron bars, which are the prolongation of the upper and lower arms of the armature. When the armature revolves in such a manner that the north pole of the system is midway between the two upper electro-magnets and the two lower electro-magnets, then all the current will pass through the upper axis upon the bar between the lower magnets. The portion of the coil which during this time is situated between the upper electro-magnets receives no current; but when it is situated between the lower electro-magnets it receives a current in its direction; while the ascending half of the coil is subjected to negative cur- rents, but both in the same direction as regards circuit. The arrangement of the circular sets is similar to that described above. Sections of a machine of about 8,000 candle-power are given in Figs. 1193 and 1194.
NUMBER Revolution per Minute Stator Current, amperes Ampl. Horse-Power Weight, lbs.
1. 400 1.200 200 200
2. 400 6.000 200 200
3. 400 1.500 200 200
The Loid Machine (Fig. 1194), is largely dependent on the reaction principle above explained. It consists of two separate electro-magnets B, consisting of sheets of soft iron surrounded with insulated wire A, so arranged that when they are rotated together their axes are parallel to each other. The cur- rent from the armature or c on the left is made to pass around the electro-magnet B. The current from the other armature is utilized to produce the electric light at a showa. The action of the machine is not very efficient because it requires a considerable amount of power to drive it; but it uses soft- iron shanks, which forever afterwards retain a small portion of their magnetism. If then, the arma- ture is driven by steam-power instead of by hand-power as in Figs. 1193 and 1194, it becomes more ef- fective; but the current from the armature c on the left running round the magnets make them much more powerful than they were originally. They in their turn more exactly follow on the armatures, The Loid Machine (Fig. 1194), is largely dependent on the reaction principle above explained. It consists of two separate electro-magnets B, consisting of sheets of soft iron surrounded with insulated wire A, so arranged that when they are rotated together their axes are parallel to each other. The cur- rent from the armature or c on the left is made to pass around the electro-magnet B. The current from the other armature is utilized to produce the electric light at a showa. The action of the machine is not very efficient because it requires a considerable amount of power to drive it; but it uses soft- iron shanks, which forever afterwards retain a small portion of their magnetism. If then, the arma- ture is driven by steam-power instead of by hand-power as in Figs. 1193 and 1194, it becomes more ef- fective; but the current from the armature c on the left running round the magnets make them much more powerful than they were originally. They in their turn more exactly follow on the armatures, The Loid Machine (Fig. 1194), is largely dependent on the reaction principle above explained. It consists of two separate electro-magnets B, consisting of sheets of soft iron surrounded with insulated wire A, so arranged that when they are rotated together their axes are parallel to each other. The cur- rent from the armature or c on the left is made to pass around the electro-magnet B. The current from the other armature is utilized to produce the electric light at a showa. The action of the machine is not very efficient because it requires a considerable amount of power to drive it; but it uses soft- iron shanks, which forever afterwards retain a small portion of their magnetism. If then, the arma- ture is driven by steam-power instead of by hand-power as in Figs. 1193 and 1194, it becomes more ef- fective; but the current from the armature c on the left running round the magnets make them much more powerful than they were originally. They in their turn more exactly follow on the armatures, The Loid Machine (Fig. 1194), is largely dependent on the reaction principle above explained. It consists of two separate electro-magnets B, consisting of sheets of soft iron surrounded with insulated wire A, so arranged that when they are rotated together their axes are parallel to each other. The cur- rent from the armature or c on the left is made to pass around the electro-magnet B. The current from the other armature is utilized to produce the electric light at a showa. The action of the machine is not very efficient because it requires a considerable amount of power to drive it; but it uses soft- iron shanks, which forever afterwards retain a small portion of their magnetism. If then, the arma- ture is driven by steam-power instead of by hand-power as in Figs. 1193 and 1194, it becomes more ef- fective; but the current from the armature c on the left running round the magnets make them much more powerful than they were originally. They in their turn more exactly follow on the armatures, The Loid Machine (Fig. 1194), is largely dependent on the reaction principle above explained. It consists of two separate electro-magnets B, consisting of sheets of soft iron surrounded with insulated wire A, so arranged that when they are rotated together their axes are parallel to each other. The cur- rent from the armature or c on the left is made to pass around the electro-magnet B. The current from the other armature is utilized to produce the electric light at a showa. The action of the machine is not very efficient because it requires a considerable amount of power to drive it; but it uses soft- iron shanks, which forever afterwards retain a small portion of their magnetism. If then, the arma- ture is driven by steam-power instead of by hand-power as in Figs. 1193 and 1194, it becomes more ef- fective; but
NUMBER Revolution per Minute Stator Current, amperes Ampl. Horse-Power Weight, lbs.
1. 400 1.200 200 200
2. 400 6.000 200 200
3. 400 1.500 200 200
The Loid Machine (Fig. 1194), is largely dependent on the reaction principle above explained. It consists of two separate electro-magnets B, consisting of sheets of soft iron surrounded with insulated wire A, so arranged that when they are rotated together their axes are parallel to each other. The cur- rent from the armature or c on the left is made to pass around the electro-magnet B. The current from the other armature is utilized to produce the electric light at a showa. The action of the machine is not very efficient because it requires a considerable amount of power to drive it; but it uses soft- iron shanks, which forever afterwards retain a small portion of their magnetism. If then, the arma- ture is driven by steam-power instead of by hand-power as in Figs. 1193 and 1194, it becomes more ef- fective; but
NUMBER Revolution per Minute Stator Current, amperes Ampl. Horse-Power Weight, lbs.
1. 400 1.200 200 200
The Loid Machine (Fig. 525
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525-526)
The Loid Machine (Fig. 525- 528 DYNAMO-ELECTRIC MACHINES. and so the magnets go on reacting on themselves until very large quantities of electricity are pro- duced. Thus, a machine shown by Mr. Laid in Paris in 1867 had plates only 24 inches long by 12 inches wide, and was capable of producing one million volts of electricity. The external current from a small Siemens machine, $M_1$, is made to pass through a large coil $A_1$ including a soft-iron horseshoe bar, which is thereby magnetized, and acts as a permanent magnet on a second revolving core $P$, larger than but similar to that of the smaller apparatus. The latter core collects a much more per- ficial current than that first produced, so this can be used to generate a third or higher order of current; hence, the total weight of the apparatus is greatly reduced. A machine of this class has been constructed capable of melting rods of iron 15 inches long and a total weight of the apparatus being 44 tons. The Laid Machine is de- signed for producing the elec- tric light, and has been adapted to a special form for securing its di- stribution. The generating ma- chine, Fig. 1138, consists of a rotating armature-magnet, hav- ing two arms extending hori- zontally upward. Between these arms and the armature, which is in form like a piston; the cir- cular plates, $A_1$, in which the coils are made, are fixed radial- ly between the two arms of the soft-iron. A number of these pistons, proportionate to the re- quired power of the machine, are added side by side on the armature, so that each forms a com- plete circuit of itself. In the upon the core common to all, the corresponding teeth of the several pistons are not ranged in a horizontal line lengthwise along the revolving shafts, but in a spiral. By this means any interruption of interval between the coils of the induction coil and that of the succeeding set is avoided. Two ferrite-cod collect, one the positive, the other the negative currents, which are passed off through the coils of the electro-magnet, thereby Left: A diagram showing a machine with multiple coils and an armature. Right: A close-up view of a coil with a central rod. Bottom left: A diagram showing a machine with multiple coils and an armature. Bottom right: A diagram showing a machine with multiple coils and an armature. 1138 1137 1135 1136 DYNAMO-ELECTRIC MACHINES. 523 interferring its action, and so in one continuous direction to the second machine. This second or "dividing" machine, Fig. 1128, consists of a revolving drum carrying (fixed externally like the spokes of a wheel) a series of electro-magnets, into the coils of which the currents from the "generating" machine are conducted by means of insulated wires. The magnetic wheel revolves within a fixed wrought-iron cylinder, having on its inside a number of identical electro-magnets, each of which is connected with one of the two circuits of the "generating" machine. All these magnets are coupled together, but in such a manner that while one spoke-magnet has its positive pole at the top and negative pole at the bottom, another has its poles reversed. Thus, when the spoke-magnet is at the top, the current is sent out through one circuit, and when it is at the bottom, through the other. In this way, all the currents from the "generating" machine are made to pass through one circuit when they leave the spoke-magnet at the top, and through the other when they leave it at the bottom. The current thus produced is collected outside the cylinder and conveyed to a manipulator or motor, which may be any form desired. The apparatus in the diagram, having only two spoke-magnets, is shown in section. It will be seen that by varying the number of spokes on the spoke-magnet, any desired number of currents may be obtained; and furthermore, the entire current of each circuit may be diverted to a single lamp, or to the production of a series of many lights as it may suppose. The "Watt's Dynamo," Fig. 1129, is capable of supplying a total illuminating power of 12,000 standard candles, if the generating machine is driven at 220 revolutions per minute, and the motor at 60 revolutions per minute; but if it is driven at 180 revolutions per minute, it supplies 180 standard candles at a proportionally higher speed. The usual motor is an engine of 8 horse-power nominal. The number of lamps supplied depends upon the number of times per minute that each lamp is illuminated (as the number increases); but as many as 80 have been supplied from it for a length of time at one of the railway stations in Paris, where a higher rate of production than above given was required. Diagram showing a dynamo-electric machine with multiple spoke-magnets and a motor. 1128 1129 The "Wallace-Farmer Machine" consists of 2 horseshoe magnets, A.A., Fig. 1130, with the poles of opposite character facing each other. These give the magnetic field. The shaft S passes between the arms of the magnets, and is rotated by pulleys from both ends. The revolving electromagnets A are placed around this shaft S in such a manner that their poles face each other and repel each other. Each electromagnet has its own set of revolving coils, the latter being separated by an air space between the armatures. In each set of coils there are two separate circuits for sending out and receiving current respectively. In addition, each magnet cuts a field of force 1,600 times per minute. Instead of being wound in the ordinary way, the coils are wound with insulated wire so as to produce an alternating current; and this current may be used without a commutator to produce an alternating current. Fig. 1131 exhibits a section of this apparatus. The "Watson Dynamo," Fig. 1132.—When the apparatus is first made, the stationary electro-magnets are free from residual magnetism; but after some time has elapsed they will always retain a small amount of residual magnetism. The belt from the engine, for example, being put under the driving-pulley, the armatures are put in rapid revolution, and a weak current is sent through them. This current will cause a weak magnetic field to be produced round them; and then through the other half, as the case may be, it is passed through suitably arranged connecting-wires $N$ to produce another weak magnetic field round them; and so on until all four sides have been traversed once. At this point there is no current flowing through either side; but when $N$ is reversed again and again until all four sides have been traversed twice over, there is a strong current flowing through both sides simultaneously. This current, as it flows through the armature $A$, excites the magnet B.B.B.B., producing the maximum effect. The current, after passing through the coil $B$ $B$ $B$ $B$ and $a$ $a$ $a$ $a$, flows through any Diagram showing a dynamo-electric machine with multiple armatures and coils. 524 DYNAMO-ELECTRIC MACHINES. desired circuit, the wire being led from the screw-amp $p_1$ up through the spring or brush $L$, into first one half of the commutator, and then into the other, as the case may be, connecting in this way the circuit from the ends surrounding the pole piece $A$ to the ends surrounding the pole piece $B$. The spring in passage, now utilized for any purpose in which electricity is used may be applied, and its passage excited by a current of electricity. In order that the current may be made to flow in one direction only, the armature are connected with, for example, the part $H$ of the commutator, and the remainder with the part $F$ of the commutator. The two parts $H$ and $F$ are connected together by a wire, and each of these parts is connected to one of the poles of the electromagnet. The armature is thus connected with both poles of the electromagnet, so that when a current is passed through it, it will be attracted towards one pole of the electromagnet, and away from the other half negative, alternatively. It is obvious that the entire current generated in or by all the coils of the armature will be directed in one direction only, because when passing through the magnets $ABBA$, and the coil surrounding the ring or cylinder $J$, and thus some of the semicircular arms of the machine are placed in such a position that they are parallel to each other, so that no current can pass through them. This makes it possible for the purpose of generating a current whose sole duty it shall be to excite the magnets $ABBA$. This method is known as "Armature Current." The Gramme Machine--This apparatus, from its remarkable ingenuity exhibited in its construction and its notable economy and efficiency, has achieved a success which has led many to regard it as A diagram showing a simple electrical circuit. as the most advantageous form of magnetic-electric machine yet (1879) devised. For an extended discussion of the principles involved in it the reader is referred to a paper on the subject by E. Gaubin published in the Annals de Chimie et de Physique, 1878, and also to M. Hippolyte Fontaine's work on his invention. The principle upon which this machine depends is briefly stated as follows: When a bar magnet is introduced into a coil of insulated wire, a temporary current is caused to flow through it. This current flows in one direction until another bar magnet is long introduced. On withdrawing the bar, a secondary current is caused in the wire, which flows in opposite direction to the former current. If the magnet, instead of being inserted and then withdrawn, be rotated about its axis once or twice per second, a continuous current will be produced in one direction until another bar magnet is introduced. As it does so, it produces in each jump a current, and these currents will all be in the same direction. If another bar magnet be introduced at right angles to those already present, a current in reverse direction is caused. Hence during the passage of the magnet there is produced, for a direct current. If, instead of one bar magnet, two are placed end to end so that the two poles of the same name are in contact, and the coil passed over both, the phenomenon last noted will take place in the coil for each magnet separately. If in Fig. 1136 A coil be made to move between these bars we shall find that in the first quarter of the stroke, as we may term it, from $a$ to $b$, we shall have a positive current; in the second quarter from $b$ to $c$, again a negative current from $b$ to $M'$; and finally, a positive current from $M'$ to $d'$. It must also be evident that the same result will be obtained if we place two magnets side by side with their poles facing each other in such form as shown in Fig. 1134, and caused to pass through the coil. In order however, to avoid the mechanical complication which would arise if two magnets were placed side by side with their poles facing each other as outlined in Fig. 1138. This is a permanent homoeo-magnet between the poles of which $N_A$ is placed a ring or cylinder having two poles at its ends. When this magnet is placed in a position where it becomes so by induction from the permanent magnet. The two poles $N_A$ will then be established in the ring. If the ring be caused to revolve, therefore, around its axis once per second, a direct current will be produced in one direction only; and it follows that every portion of the ring will alternately become a north and south pole. The consequence is that this policy may be regarded as constant revolving through the iron ring at the same time DYNAMO-ELECTRIC MACHINES. 535 one as that which is revolving, but in an opposite direction; and the effect on the wire coiled on the ring is thus precisely the same as though the magnet in Fig. 1183 revolved within the wire which was held at rest. It is on this translation of polarity that the Dynamo machine depends for its action; and to be able to understand how it works, we must first consider what happens when a current flows in the coil, while the latter is magnetized by alternating currents entering and being withdrawn from the wire. The current enters through one end of the wire, and leaves through the other. The construction of the ring is shown in Fig. 1188. It is composed of a group of soft-iron wires wound upon a circular frame, and insulated from each other by means of silk or india-rubber. The ends of these wires are connected with two brushes, A and B, which are made of soft iron, and are fastened to a common collector, C. The brushes are arranged so as to make contact with the wires at points where they are most exposed to the influence of the magnetic field produced by the current flowing in the coil. In order to collect the electricity produced, the insulating material is removed from the wire in a narrow band round the outside of the ring, and two rubbing reflectors take it up in the ordinary way. The construction of the ring is shown in Fig. 1188. It is composed of a group of soft-iron wires wound upon a circular frame, and insulated from each other by means of silk or india-rubber. The ends of these wires are connected with two brushes, A and B, which are made of soft iron, and are fastened to a common collector, C. The brushes are arranged so as to make contact with the wires at points where they are most exposed to the influence of the magnetic field produced by the current flowing in the coil. In order to collect the electricity produced, the insulating material is removed from the wire in a narrow band round the outside of the ring, and two rubbing reflectors take it up in the ordinary way. The standard machine used for illuminating workshops and factories is represented in Figs. 1197 and 1198, and consists of two vertical frames of cast-iron, united by four bars of soft iron, A B B R. A diagram showing a Dynamo-electric machine. T.R.C. which serve as cores for the electro-magnets CCCCC. The axis is of steel, and revolves on long bearings, which can be effectively lubricated—a point of importance, as the speed is high, ranging from 600 to 1200 revolutions per minute. The armature consists of a number of single wires attached by equal portions to a common collector, C, covered with two wires wound on side by side around a circular frame D E E D. These wires are insulated from each other by means of silk or india-rubber. The brushes A B pick up the electricity produced by these wires, and pass it into a circuit containing a series of electro-magnets E F G H I J K L M N O P Q R S T U V W X Y Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z The following are the leading dimensions of a machine of this class, varying of course with the size of motor desired: Length... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 24 inches. Width... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... ... 12 inches. Height... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 inches. Diameter of bobbin... .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .. .... 24 inches. Number of revolutions per minute... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ......... ............. 600 turns. Weight... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ...... 500 pounds. Total weight... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ...... ............ 597 pounds. Power necessary for starting motor... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ............... ................................ 25 horse-power. With regard to the illumination power it is to be remarked that if the regulator and the photometer be placed in some horizontal line, and the axes of the two curvatures be parallel to each other (as shown in Fig. 1199), then all points on any circle described at a height of 16.4 feet, and the measure be taken below at 16.4 feet from the foot of the regulator; while the upper carbon acts as a reflector, and 400 candles are indicated by the photometer. Again, if the lower carbon be fixed at a distance from both upper carbon and photometer (as shown in Fig. 1200); while the lower carbon be fixed at a little distance from both upper carbon, so as to cause a dazzling screen to appear before it; then no light will be indicated by photometer. The power, 40 horse-power, is constant in three cases. (See Engineering, xxx., 533.) The Alternating Dynamo Machine.—The machine above described produces a current in 536 DYNAMO-ELECTRIC MACHINES. only one direction, similar in fact to that from a voltaic battery. In such a current the positive cen- ter of an electric lamp is consumed at twice the speed of the negative. To obtain this alterna- ting current, the machine is so arranged that the current which flows through it is alternately posi- tive and negative to the other. M. Gramme has so arranged his machine as to produce an alter- nating current, and by further modifications he causes that current to be divided so as to supply electricity to two lamps placed in parallel with each other. The apparatus is shown in Fig. 1109, repre- senting the street lights of Paris, and is represented in Fig. 1109. It consists of a ring of soft iron similar to that used in the dynamo-electric machine, but having eight sections instead of four. The den- sion of winding is alternately right- and left-handed, the wire being wound in one direction so as to cover one section of the ring, and then in the reverse direction over the next section, and so on round the ring, each of the eight sections of the ring being wound in the reverse direction to that in which its contiguous sections are wound. Thus while the wire is wound in one direction over one section of the ring, it is wound in the con- trary way over the next eighth part, and so on round the ring, each of the eight sections of the ring being wound in the reverse direction to that in which its contiguous sections are wound. Then while the wire is wound in one direction over one section of the ring, it is wound in the con- trary way over the next eighth part, and so on round the ring, each of the eight sections of the ring being wound in the reverse direction to that in which its contiguous sections are wound. The apparatus may be operated either by a direct current or by an alternating current. For a direct cur- rent, all the coils marked $a$ are made $e$, all those marked $b$ are made $d$, etc., and all those marked $c$ are made $b$. All these coils are fixed, and the ring is rapidly rotated in the magnetic field between their poles. The electromagnets, of which there are 8, are fixed radially to a central boss revolving upon a hori- zontal shaft. A band or belt is attached to this shaft, and a belt-driven pulley is attached to it. This belt enables the machine to be driven by a band from a steam-engine or other motor. The radial elec- tromagnets operate upon a single armature consisting of a circular sheet of soft iron, and so that if they be numbered respectively 1, 2, 3, 4, etc., up to 8, those represented by even numbers will have an opposite polarity to those represented by odd numbers. The armature itself is made up of eight pieces of soft iron, each piece being cut into two parts (see Fig. 1109). In each circuit, all the coils marked $a$ for a second circuit, all the coils marked $b$ for a third circuit, and all the coils marked $c$ for a fourth circuit. A diagram showing a dynamo-electric machine with eight sections.
NUMBER Length Width Height Weight No. Number of Sections Number of Coils Space Between Coils Number of Arms
1 21 21 21 210 8 8 8 210 8
2 21 21 21 210 8 8 8 210 8
3 21 21 21 210 8 8 8 210 8
4 21 21 21 210 8 8 8 210 8
EILL.
The Permanent Magnet Gramme Machine is represented in Fig. 1105. The magnet is of the type de- veloped by M. Zanin (see Mauger), and the apparatus is competent to give a current equivalent to that produced by 8 human muscles, so that it is well adapted for experimental purposes. 1460 The Permanent Magnet Gramme Machine is represented in Fig. 1105. The magnet is of the type de- veloped by M. Zanin (see Mauger), and the apparatus is competent to give a current equivalent to that produced by 8 human muscles, so that it is well adapted for experimental purposes. DYNAMO-ELECTRIC MACHINES. 527 M. Fontaine's work previously quoted contains very full data as to the comparative cost of the Dynamo machine for purposes of electric illumination. See also Engineering, xvi., 68. The Dynamo (Fig. 114).—There are two methods adopted for winding the armature. The latter is composed of a ring or endless band of iron, but, instead of having a uniform cross-section, as that of a circular cylinder, it is made up of several segments, each segment being at right angles to its magnetic axis or length. These grooves, which may be of any suitable number, according to the uses for which the machine is designed, are wound full of insulated copper wire. A diagram showing the winding of an armature with copper wire. 1143 The advantages of winding the wire in grooves or depressions in the armature is twofold. First, the grooves prevent the current from escaping from the armature, so that the wire may be made to revolve very close to the poles of the magnets from which the magnetic force is derived. By this means the inductive effects due to the passage of the current through the armature are greatly diminished. Secondly, the armatures are ordinarily used, which are entirely covered with wire, and cannot therefore be brought into contact with the atmosphere, so that they are not subject to any harmful influences from atmospheres to the atmosphere, the heat, which is always developed by the rapidly succeeding magnetizations becoming sources of emanations in motion, is rapidly dissipated by radiation and convection. In the case of armatures wound with copper wire, the escape of the heat is very slow, so that they become hot and their rate of speed, with corresponding effect, in order to produce a constant current, becomes less than that which would be obtained if only those parts of the armature which are in circuit with the current were heated. This difference lies in the manner of connecting the armature to the circuit. In Fig. 114a, consists of a Gramee ring divided into four sections in- volving four coils C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C D C. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. S. 1143 The coil S is terminated at each end by a piece of iron A B forming expanded prolongations on both sides of the coil S. The current passes through these prolongations by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y Z by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces of copper CD E F G H I J K L M N O P Q R S T U V W X Y by pieces 528 DYNAMO-ELECTRIC MACHINES. commutator or collector, and consequently no loss of current. This machine has supplied replica- tors even when the carburets were separated by a distance of 1.5 feet. In 1876, at the Franklin Institute, Philadelphia, Pennsylvania, and in 1879, a committee of the Franklin Institute instituted competitive tests between the Gramme continuous-current machine, two sizes of the Brush, and two sizes of the Wallace-Farmer. The principal results are given below: **Table showing Weight, Power absorbed, Light produced, etc., by Dynamo-Electric Machines tested by a Committee of the Franklin Institute, 1876-77.**
NAME OF MACHINE COFFEE WIRE IN LIGHT PRODUCED BY STANDARD CANDLES LIQUOR OF CARBONIC ACID PRODUCED IN THE BOTTLE
AMMETERS FIELD MAGNETS Wires Amperes Candlepower Amperes Candlepower Amperes Candlepower
Lamp Brush. 470 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lamp Brush. 470 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Lamp Brush. 468 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04
Lamp Brush. 468 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04
Lamp Wallace. 566
As regards efficiency, Professor E.H. Houston and Elwood Thomson state that: The Gramme machine is the most economical, considered as a means for converting motor power into light power, because it produces 25 per cent more light than the Brush, or 41 per cent after deducting friction and the resistance of the air. 2. The Brush machine is second in point of efficiency, giving in the arc a useful effect equal to 33 per cent of the total power used, or 37 per cent after deducting friction. This machine gives an average of 25 per cent of light power. 3. The small Brush machine stands third in efficiency, giving in the arc a useful result equal to 27 per cent, or 3 per cent after deducting friction. 4. The Wallace-Farmer machine returns to the effective circuit as a large proportion of power from other machines, although it uses, in electrical work, a large amount of power in a small space. Therefore this machine is less efficient than the Brush in producing light power in the production of local action. In 1879, Mr. Robert Babbage gave several dynamo-electric machines at the South Foreland Lighthouse, England, with the following results: **Table showing Dimensions, Weight, Horse-Power absorbed, and Light produced by Dynamo-Electric Machines at South Foreland, 1876-77.**
NAMES OF MACHINES: Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)Light produced per unit of weight (Standard Candle)
Holmes
Allamor.
Compton No. 2
Humber.
No. 6
No. 6
No. 6
No. 6
No. 6
No. 6
No. 6
No.
In "Proceedings of the Royal Society," 1876 Captain Atney, F.R.S., publishes the results of experiments on the Gramme machine, in which he shows that the electrostatic force increases directly as the square root of the number of revolutions varies inversely as the resistance in circuit; or, in other words, that the electrostatic force for a given number of revolutions is proportional to the square root of their number; while the law governing the dynamo-electric machine is discussed by Mr. Robert Babbage in Engineering, xxvi., 2nd, and by Mr. Sullivan in Thomas's Electrical Engineering, p. 299; and Mr. Babbage shows that the Franklin machine was superior to those described above in its results but still inferior to that proceeding from a horse-power. Starting from this, he analyzes the theoretical expenditures of heat (or force) in producing both gas and electric light, and comes to the conclusion that the relative expenditures | NAME OF MACHINE | LENGTH | WIDTH | HEIGHT | WEIGHT | |------------------|--------|-------|--------|--------| | Holman | 5 ft | 5 ft | 5 ft | 5 ft | | Allamor | 5 ft | 5 ft | 5 ft | 5 ft | | Compton No. 2 | 5 ft | 5 ft | 5 ft | 5 ft | | Humber | 5 ft | 5 ft | 5 ft | 5 ft | | No. 6 | 5 ft | 5 ft | 5 ft | 5 ft | | No. 6 | | | | | | No. 6 | | | | | | No. 6 | | | | | | No. 6 | | | | | | No. 6 | | | | | | No. 6 | | | | | | No. 6 | | | | | | No. 6 | | | | | | No. 6 | | | | | SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. SUBSCRIPTIONS. Page Number Here... DYNAMOMETER. 529 of heat and fuel practically of the electric system by the dynamo-electric machines and alternators, as compared to that of coal-gas for equal quantities of light, is at present 1 to 3.5; while in the processes there will have been burned as fuel 1 lb. of coal under a steam-boiler, against 2 lb. of that burnt in the electric system. So subject is now prominently before inventors (1879) than the adaptation of the dynamo-electric machine to the production of power, which has been so long a matter of speculation and controversy, but which has never been seriously referred to the files of Engineering, Scientific American, Journal of the Franklin Institute, and other scientific periodicals. DYNAMOMETER. A dynamometer, strictly speaking, is a device to measure force overcoming resistance or producing motion. Ordinary spring and spring-balance become dynamometers when used to measure force overcoming resistance or producing motion. The term is also frequently employed to designate apparatus for special purposes, embodying in its construction devices for in- dicating or registering the magnitude of forces acting on them, or the distance through which such forces are exerted. If the force is measured in pounds, and the distance the force moves through in feet, then the unit of measurement is one pound-foot, or one foot-pound. One unit of power is one horse-power, equivalent to 18,000 foot-pounds per minute (or 800 foot-pounds per second, 180,000 per hour, etc.); so the number of horse-powers developed in any given case equals the number of foot-pounds developed divided by 18,000. In order to measure this quantity, we re- pel a load through a spring-balance showing an average tension of 150 lbs., the work done in mov- ing a load through a distance of 1 ft. is 150 foot-pounds. In many cases where such balances exist, they would have been developed what is occasionally termed one home-power. To obtain the force required to move a load through a certain distance, we must first determine how much force is exerted; i.e., devices to measure and indicate or register the distance the force acts through—such being known, we can find out how much work is done in moving a load through a certain dis- tance. Frequently the inspection of a dynamometer shows that it does not give accurate readings if the instrument is considered sufficient for the purpose last named, though occasionally such instruments are found satisfactory for ordinary purposes. Dynamometers may be divided into three classes, viz.: statical, direct, and rotary. Statical dynamometers are those which show directly upon their face the amount of force exerted by different kinds, when varied in the details of construction, or used under various conditions as to the size of the load they are designed to measure. The spring-balance is an ordinary Spring-Balance is a simple spiral spring to be extended by the application of a load, the degree of extension being marked by an index on a scale attached to the end of the spring. The index may be graduated in fractions of an inch or fraction of an inch or even one. When it is desired to indicate the smaller fractional parts of a pound with instruments of A diagram showing a spring balance with a hook and weights. 1146 considerable capacity, the movement of the free end of the spring is applied through a rack and pinion gear on which is fixed a dial, thereby obtaining a wider range for the smaller divisions, the larger ones being marked on the slide. A curved dynamometer, of a French type, is shown in Fig. 1148. The spring is flat and bent to Google 530 **DYNAMOMETER** The shape C K D. The upper branch passes through a draw-plate which carries the case of the instru- ment. The lower branch is attached to the lower draw-plate, which has at its lower end a hook to receive the balance beam. The spring A B C D E F G H J K L M N O P Q R S T U V W X Y Z, with its axis carrying an external index-finger, operating in connection with a dial engraved on the case, is used to carry the balance beam. An open-steel-bending Balance is shown in Fig. 1144. A dial is secured to the rear of the spring D, and this dial is graduated in degrees. The balance beam is suspended by a ring fixed to the lower branch, and is moved up and down perpendicularly with the fulcrum and end of the index-finger. Spring A B C D E F G H J K L M N O P Q R S T U V W X Y Z. The diagram illustrated in Fig. 1145 is formed of two sets of branches A C, B E, bent at an angle of 45°; each of the arms D P g r s t u v w x y z, is fixed to one of the branches A C B E, so that they can move freely in all directions, being held by the branch A C B E a direct scale figured from 0 to 40 indicates the respective positions of these branches. The branch A C pushes before it a small arm o i d e f g h j k l m n o p q r s t u v w x y z, which is connected with a pointer which moves over the scale of the balance. To graduate the scale, suspend the balance by a ring fixed to the branch A C, and attach weights to the other end of the balance beam. When equilibrium is reached, the pointer will indicate the tension of the spring. Regester has made an excellent instrument of this spring-balance for trying the strength of powder. The length of the branches A C and C B is about 4 inches, and their breadth about an inch; a small brass cannon, whose breech H is on the branch C B of the balance, and whose mouth I is closed by the fuse L I of the obturation D I E L fixed on the other branch A C of the balance, contains a given weight of powder; when this weight is thrown into the cannon by means of a little pe- ter ball in the mouth I, it is fired by means of a fuse L I ; after the ignition the two branches of the balance approach, and the cursor k indicates on the scale the tension of the spring at that instant. After having measured several times, we may take out our instrument from its case and draw it through openings p g r s t u v w x y z made in the middle of the plates C B and C A. Squeeze together two equal pieces of paper; then let them fall upon each other; they will stick together; but if they are drawn apart, they will separate again; this is what happens with springs. The spring represented by A J B P, formed by two equal plates united at their ends by rounded half-rings. The dimensions of this spring vary according to the material required, or to the weight to which it is applied. This spring has been used for weighing powder; it contains a piece of paper 18 inches long, and serves to measure a thousand times that weight; its total length is about 18 or 19 inches, its greatest breadth about an inch and a half; its thickness is about one-eighth of an inch; its area equals that of four tenths of an inch; its centre is nearly 5 inches from one end; its extremity is near three-quarters of an inch from another end; its width at four-tenths of an inch; the chords of two arcs are 64 inches. This length, added to that of the two doming-holes, gives for the total length of the dynamometer 12 or 13 inches. The distance between the parallel sides at their extremities is about one-eighth of an inch; at their centres it is about seven-tenths of an inch, giving about 2.5 inches for the total distance between the centres of the arc. There are two methods of stretching the spring viz., by pressing it in the direction of its poles DYNAMOMETER. 531 similar of the two axes which form it, and by drawing it with the two stages at right angles to each perpendicular. Separate scales are provided for the two modes of operation, ranging respectively from zero to 864 lbs. (or, according to the scale used, from zero to one gross ton). They are engraved on a quadrant marked off into degrees, and the index is graduated in tenths of a degree. The scale is graduated through a connection c and best lever b. The index is provided with a friction-wheel at A, and the wheel is connected with the spring A B C D E F G H I J K L M N O P Q R S T U V W X Y Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z Z. This instrument can be used either for the direct or indirect mode of operation, but only when the machine is in motion. In the former case, the indicator shows the average force exerted by the machine on the load, while in the latter case it shows the average force exerted by the machine on its own weight. The capacity of the machine may be determined by moving it from one end to the other lever b. The capacity of the machine may be determined by moving it from one end to the other lever b. In Fig. 1147, plate springs E F G H I J K L M N O P Q R S T U V W X Y are placed at the ends of the axis and connected together at the ends are used instead of the elliptical spring above illustrated, and apparatus applied to record movements of the machine. The diagram below illustrates this arrangement, and is underlined from the description of other apparatus embodying similar details differently arranged. By means of a lever A attached to a shaft, a weight W may be raised or lowered. When W is put in motion by the vehicle or machine to which the dynamometer is applied, and connections be made so that the straining of the springs will cause a proportional movement of a pencil along the paper plane, then a diagram will be obtained showing how much force is required to move W. The vertical heights will represent the tensions at various points, and the undulations show the changes of proportionality between these tensions and those forces which would be necessary to produce them. The diagram thus obtained gives a very good idea of what happens in practice, and enables one to see how far any given machine is adapted for particular work. It also shows how great are some of the errors likely to occur in drawing a curve. Recording or reproducing apparatus of this kind is generally employed in connection with dynamometers for measuring power in horses or other animals. The diagram shown in Fig. 1148 represents such an apparatus. The integrator disk A is mounted on a shaft which is connected with a pulley B. The pulley B is driven by a belt passing over a pulley C attached to another shaft which is connected with a second pulley D. The integrator disk A is moved by a spring E attached to a lever F which is connected with a lever G attached to a lever H which is connected with a lever I which is connected with a lever J which is connected with a lever K which is connected with a lever L which is connected with a lever M which is connected with a lever N which is connected with a lever O which is connected with a lever P which is connected with a lever Q which is connected with a lever R which is connected with a lever S which is connected with a lever T which is connected with a lever U which is connected with a lever V which is connected with a lever W which is connected with a lever X which is connected with a lever Y which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with a lever z which is connected with alever 532 DYNAMOMETER. port shown, and thereby the indicating and registering apparatus be relieved of the sudden move- ments and continual vibrations incident to rapid variations in force and resistance, without affecting the average result. The movement of the spring is multiplied by a lever $H$, which gives motion A diagram showing a dynamometer with a slide carrying an integrating disk $K$ and a register, also an index on a scale at the left, and a pencil for recording on a paper-drum $N$. The integrating disk $K$ receives motion from an oper- ating disk $A$ through a connecting rod $B$ and a connecting lever $C$. A spring balance $F$ is connected to the operating disk $A$ by a connecting rod $D$ and a connecting lever $E$. A ball-crank lever $G$ is connected to the operating disk $A$ by a connecting rod $F$ and a connecting lever $H$. A pencil for recording on a paper-drum $N$ is operated. to a slide carrying an integrating disk $K$ and a register, also an index on a scale at the left, and a pencil for operating on a paper-drum $N$. The integrating disk $K$ receives motion from an oper- ating disk $A$ through a connecting rod $B$ and a connecting lever $C$. A spring balance $F$ is connected to the operating disk $A$ by a connecting rod $D$ and a connecting lever $E$. A ball-crank lever $G$ is connected to the operating disk $A$ by a connecting rod $F$ and a connecting lever $H$. A pencil for recording on a paper-drum $N$ is operated. To determine the weight ordinarily carried upon the draw- A diagram showing a wagon with wheels and axles, and a spring balance attached to the front axle. The wagon is being pulled by two horses. The spring balance is connected to the front axle by a connecting rod. The spring balance is used to measure the weight of the wagon. ders of a horse, the shafts are suspended from a yoke $P$, which is supported at one end of a lever $Q$, having at the other end the spring-balance. As many as three or four such wagons may be run in vertical compounds, each being loaded with weights. Spring balances of different resistances are provided for the apparatus, and provision is made to test the same in place by means of the ball-crank lever $G$ A diagram showing a dynamometer with a ball-crank lever $G$, connecting rods, and connecting levers. The ball-crank lever is connected to the operating disk $A$ by a connecting rod $F$ and a connecting lever $H$. The ball-crank lever is used to measure the weight of the wagon. and weights $. Experiments made with this apparatus in the year 1874 (see Engineering, volii, 33) show that ordinary wagons without springs constructed by different makers, with some difference in width of tires and inclination of wheels, required with one exception but 44 to 51 lbs. draught per ton of gross load carried on a road at a speed of about 24 miles per hour. One wagon with A diagram showing a dynamometer with a ball-crank lever $G$, connecting rods, and connecting levers. The ball-crank lever is connected to the operating disk $A$ by a connecting rod $F$ and a connecting lever $H$. The ball-crank lever is used to measure the weight of the wagon. DYNAMOMETER. 533 springs required had 28 lbs. draughts per ton, showing a saving of 25 per cent, compared with a similar car on the same line. The draughts of the various wagons varied from 160 to 220 lbs. per ton; the differences in this case being chiefly due to the width of the tires. In one instance, the latter of some sinking into the ground, the car was found to have required 90 to 88 lbs. draughts per ton, while at the other end it was read at a speed of 24 miles per hour, and 140 to 143 lbs. per ton on the field; the width of tires was 4 inches. A dynamometer car, employed by M.M. Villainville, Guibbard, and Dondinon on railways in France, has been constructed which can be used for weighing trains under various conditions. A plan view of the system employed is shown in Fig. 1185. It is com- posed of 14 bars at the bottom of which are placed two large wheels, each having a diameter of about 10 feet, which are connected by springs to each of the draw-bar $A$ and $B$, and the ends of the springs are connected by pins in place $C$ as shown. The bars $D$ carry chocks at the ends to limit the ex- cess movement of the car when it is loaded. At intervals along the rails, as shown in dotted lines, the number of springs in action may be reduced. Separate scales are provided for each of the bars $D$. The following table gives a report of the trials of this instrument show that recorded tractions of upward of 18,700 lbs. Bar $D$ is made up in different sizes as the above, but with different detail, which has been used on railways in the United States. Duckham's Hydrotastic Weighing Machine and Dynamometer.—Fig. 1186 represents a front view and Fig. 1187 a transverse section of the machine. From the latter it will be seen that the machine consists of a cylinder and piston, the latter being fitted with leather packing both in the piston itself and on the piston-rod. Attached to this cylinder is an ordinary metal gauge, which shows the pres- sure to which the fluid in the cylinder is subjected by the weight suspended from the piston-rod. It is obvious that if any change occurs in the weight upon the scale, such as when the weight is suspended from the rod the leather packing becomes tight, and produces the effect shown in Fig. 1187. This apparatus is very simple and requires no attention after once has taken place. A peculiar merit of this apparatus is its lightness. A machine of 84 lbs. weight is able to lift a load of 2 tons without any appreciable increase in temperature being communicated from it, the weight of the same is indicated on the dial. The machine can be used for weighing all sorts of goods, and affords a very convenient testing machine for bar-iron, wire, chains, cordage, etc. It can also be used for testing rubber. A displacement dynamometer has been suggested, in which the forces are to act to push a parallel plane against a flat surface. Dynamometer for Measuring the Thrust of a Screw-Shaft.—This instrument, Fig. 1188, is merely A diagram showing a dynamometer for measuring screw shaft thrust. A close-up view of a dynamometer showing its components. A plan view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. A side view showing how a dynamometer is attached to a screw shaft. A top-down view showing how a dynamometer is attached to a screw shaft. 534 DYNAMOMETER. a lever, or a combination of levers, with the shaft passing near the fulcrum, and the farther out at the lever, or combination, attached to a spring-balance. $A$ is the screw-shaft, passing as it m- volves against a movable pin, which presses against a knife-edge on the lever $B$. The rod $EF$ connects $A$ to $B$, and is so arranged that when $A$ is turned, the pin moves along the rod $EF$, and the knife-edge on the lever $B$ is moved up or down. The screw-shaft $A$ is connected to the roun- dial barrel $O H$. A slide attached to the bar $EF$ has several grooves in it, so that the pendu- lar may be moved up or down by turning the screw-shaft $A$. The screw-shaft $A$ is also provided with a nut, which can be moved up or down by means of a bolt $B$, connecting it with the screw-lead; and there are pulleys of different sizes attached to the screw-shaft $A$, at points $N_1$, by which the motion of the cylinder may be regulated, and be made quicker or slower at pleasure. When the engines are directly connected to the propeller, the thrust-bearing is made free to move longitudi- nally, and this is done by means of a slide attached to the propeller shaft. This slide is connected to the levers, to reduce the amplitude of the vibration of the syringe. A diagram from a drawn-up dynamometer shows how this is done. The diagram was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. 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The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned in treating of indicators. The diagram shown was taken in connection with two methods mentioned DYNAMOMETER 535 It consists of a disk-wheel resembling that of a turbine, with a large circumferential groove on either side opposite similar grooves in the casing. The grooves in both the wheel and casing contain curved springs, which are compressed by the weight to be measured, and allow the wheel to revolve back and forth from the wheel and casing. The resistance produced tends to revolve the case, which is re- 1181. sisted by lever-arms $O$, connected at their ends through a rod $H$ with springs and recording apparatus on the face of the case. The power produced by the weight is operated by the connection with the inclined rod shown, so that one part of the arm is lifted when the weight is in the wheel and case, and thus reduces the resistance as desired within limits. In order to avoid the necessity of having to lift the weight clear of the screen tightening the clamp so as to lift the weight clear without striking a stop in the opposite direction. To avoid this, several methods have been devised. One of these is shown in Fig. 1183, but it is applicable only when the power to be controlled is small. A strap placed on a spring-balance, as shown in Fig. 1184, will do for larger weights. The other end of the strap is attached to a pulley turning in the direction of the arrow lifts the weight and reduces the tension on the spring-balance until the wheel turns in the band, when the force to be measured is shown on the balance. The Appold brake, shown in Fig. 1164, consists of a strap lined with wood, with its ends secured to a lever which can be adjusted horizontally and vertically by means of screws. The action of the weight at $W$ is to carry the bottom of the lever to the right and tighten the strap. The motion of $W$ may be reversed by moving $W$ toward $B$. The strap must be allowed until it becomes sufficiently loose to permit the pulley to turn on the brake. For instance, if connections to weight are properly arranged, the point of suspension $x$ may move to $e$, when $y$ would 1185. 1186. move to $d$. The length of the band may be adjusted by the screw $p$. This brake is perfectly self-adjusting, but its accuracy has been improved by securing at each end of the middle of the strap at its upper end of $a$ lever, and the difference in friction arising from necessary differences in tension on the two parts of the strap being equalized by adjusting $b$. A similar brake was invented by Mr. H. W. Bick, who has designed a dynamometer in which a lighting-lever is placed horizontally opposite the connection to weights, and the end provided with a pan to receive small weights, which are varied as necessary to adjust the friction. 536 DYNAMOMETER A Precision Dynamometer designed by Mr. C. R. Emery of New York is shown in Fig. 1168. One end of a friction-band is connected at the point $a$ with the weight $W$, and the other end of the band, and is supported at the outer end $b$ by a spring balance $S$ or one end of a lever $M$. First, supposing the lever $M$ mounted, the pulley revolves in the direction of the arrow, and the weight $W$ is balanced by the force provided to prevent overturning. When, however, the pulley revolves in the direction of the arrow, the weight $W$ is unbalanced and tends to turn the lever $M$ in the direction of the arrow. Putting $P$ = the force required to balance the load on the line from $c$ to $W$, $W'$ = the weight (inclu- ding of course the permanent weight or prepansement), and $\alpha$, $\beta$, and $\gamma$ are the angles at the points $a$, $b$, and $c$, respectively, then we have: $$P = W + W' - \alpha - \beta - \gamma$$ Putting $\alpha + \beta + \gamma = \delta$, we have: $$P = W + c - (x + y)$$ Therefore the force required to balance the load equals the ten- sion on the spring-balance. The force represented by the latter may be subtracted automatically by adding another lever below $L$, provided with a central fulcrum, to the baseplate, and connected at its ends to the ends of the lever $L$, in which case the spring-balance would be omitted. The extra lever and its connecting rod are shown dotted in Fig. 1168. The screw $D$ in the friction-band should be adjusted to bring the lever $L$ nearly horizontal, when the action of the apparatus will be absolutely automatic. A Transmitting Dynamometer designed by Mr. S. Brown of Lowell is shown in Fig. 1168. The power is transmitted from a spur-gear on a motor, E, through its intermediate gear G, to the axis of which band is attached, and from this axis to a regulating piston in the cylinder G, as shown. The force transmitted at the pitch-line of the gear is the same on either side of the centre of pulley P, so that the strain communicated from this source is equalized. The Spur-gear Transmitting Dynamometer shown in Figs. 1167 and 1168 operates upon the same general principle as that described above, except that instead of being attached directly to a shaft, it is trans- mitted to another similar wheel P through bevel-gears EK provided with bearings on a lever J turning on the shaft at G. The stress transmitted to the centre of this transmitting wheel P is so small that at this pitch-line, as in previous cases, as shown in Fig. 1167, this lever is best from A diagram showing a dynamometer setup with various components labeled. 1168 1169 1170 1171 1172 1173 1174 1175 1176 1177 1178 1179 1180 1181 1182 1183 1184 1185 1186 1187 1188 1189 1190 1191 1192 1193 1194 1195 Google DYNAMOMETER. 537 radial line to pass by the gears, and carries at the end opposite the scale a counterbalance weight $M$. On both sides of the machine are fast and loose pulleys. The fast pulley on the driving side $A$ A diagram showing a dynamometer with a scale and gears. The left side shows a close-up of a gear and pulley system, while the right side shows a more detailed view of the gears and their connections. operates the bevel-gear $D$, and the corresponding gear $F$ on the opposite side operates the fast pulley $B$. By disconnecting a line shaft at the coupling and running a bolt from pulleys on either side to the pulleys $A$ and $B$, the power transmitted may be measured; and the motion of the two parts of the main shaft will be in opposite directions if both connecting bolts are straight, but in the same direction if one of them is crooked. A photograph of a dynamometer with gears and pulleys. The gears are connected by belts, and there is a scale attached to one of the gears. 538 EARTHWORK CUTTING. In an improvement by Mr. J. B. Francis of Lowell, the motion on the side $B$ of the machine is reversed by gearing to a second shaft, carrying a pulley from which a straight belt may be run on the main shaft $A$, and thus reversing the direction of the motion of the blade. The principle is shown in Fig. 1176, in which $E$ represents the revolving beam, and $F$ a pulley attached to the second shaft. The beam $E$ is so graduated that the weight raised one foot high per second is obtained directly, by dividing the weight as shown on the beam by the number of feet raised per second. The amount of work done per revolution of the engine was ascertained by the use of Ponce's friction-teeth placed upon the extra pulley. A grooved wheel $D$ is attached to the revolving beam $E$, and this wheel is driven by a wheel $D$ with internal gear to a central spur gear-wheel $E$, through opposite transmitting gear-wheels $H$ and stationary gear-wheel $G$. A sleeve carrying a pulley $P$ through which a band of canvas or dyne-meter spring $F'$ is passed. Norton's Battery Transmitting Dynamometer is shown in Fig. 1175. The main shaft $A$ is supported at its ends by bearings, and carries a pulley $D$ on the disk $A$, which is the driving pulley for the revolving beam $E$. The revolving beam $E$ is connected with the pulleys $D$ on the disk $A$ and also with a second pulley $D_1$ on a shaft parallel with the shaft, and compresses the springs shown by means of a forked rod. By the extent of this movement showing on the scale, it will be seen that a fork in a slot on the hub of the revolving beam $E$ is moved up or down according to a policy on a slack nut, which is turned by hand. This fork moves a lever which operates a spring and thus causes the cross on a dial $F$. This part of the apparatus is supported in a recess in the frame, and is held in position with an endless screw operating between two nuts, as shown in Fig. 1175, $F'$. Friction is prevented from revolving by a cord attached to the lever arm shown. All the disks are made in halves, and the disks $A$ and $B$ are pressed together to give overhanging teeth, so that the apparatus may be applied in a very short time. The acting distance of the transmitted force is from this point to another point on the frame. In Sutton's Dynamometer hogs on the side of a driving disk operate upon spring spindles placed against each other, so that they can be adjusted to any desired position. The error due to different compression, but this error is scarcely appreciable when the disks are large, and may in any case be corrected on the scale. In direct current circuits, all the revolving stresses are transferred to longitudinal ones by a system of levers, and the latter measured by a beam-lateral balance. C. K. E. EARTHWORK CUTTING. See Excavating Machinery. Electric current may be generated by an electromagnet placed in an electric circuit. The apparatus and accessories consist of the bell, the push-button or circuit-button, the conducting wire, and the battery. The battery may be composed of any of the constant elements described under "Electric Currents," but it must have sufficient power to supply all parts of this apparatus without interruption. In order to find exactly well suited, the number of elements used being regulated by the extent and conse- quent resistance of each element. For example, if we take 100 cells (as shown in Fig. 1171), placed one above another, the normal current supplied by them will be about 0.00000000000000000000000000000000000000000000000000000000000000000000000000000000000000001 ampere. In its normal state the upper strip is separated from the lower one by a space equal to one cell; but when it is required that all these strips shall be separated, then no current remains open. It is closed when desired by pressing the knob $y$. The button is inclined in a wooden or rubber case, Fig. 1172 is convenient device for containing such a model. The wires are arranged in parallel lines around an iron cylinder, and all are made into a single strand so that they leave one. The connections are shown in Fig. 1173. It consists of an electro-magnet M', opposite pole e' of which is placed in armature with its chopper k'. The latter in its normal position is held back from the bell b' by a spiral spring attached to its terminal y', so that it can be moved outwards only by pressing down on knob y'. When this knob y' is depressed, it opens up both contacts c' and c", allowing current to flow through both arms of the set- crever r". By a slight modification of this connection in Bell instrument, apparatus can be used both as a vibrator and as an instrument to give single taps. The general plan is shown in Fig. 1174, in which M' represents an electro-magnet similar to M', but having two poles instead of one; e' representing one pole; e" representing another pole; b' representing bell; b" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" representing bell; b'" 1176 1175 1176 1175 1172 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 1174 This text appears to be describing various electrical devices and their applications in earthwork cutting machinery. It mentions several types of dynamometers and their uses: - **Francis' Earthwork Cutting Machine**: A machine where motion on one side reverses by gearing to a second shaft. - **Norton's Battery Transmitting Dynamometer**: An apparatus for measuring work done per revolution. - **Sutton's Dynamometer Hogs**: A device for applying force in short time. - **Bell Instrument**: A device for generating electric current using an electromagnet. It also describes how these devices can be modified for use as vibrators or instruments for giving single taps. The text provides diagrams (Figures 1176, 1175) illustrating some of these devices and their components. **Key Points:** - **Francis' Earthwork Cutting Machine**: Motion reversal via gearing. - **Norton's Battery Transmitting Dynamometer**: Measuring work done per revolution. - **Sutton's Dynamometer Hogs**: Applying force quickly. - **Bell Instrument**: Generating electric current using electromagnet. - **Modifications**: Modified for vibrators or single tap instruments. **Diagram Descriptions:** - **Fig. 1176**: Illustrates Francis' Earthwork Cutting Machine. - **Fig. 1175**: Illustrates Norton's Battery Transmitting Dynamometer. - **Fig. 122**: Illustrates Sutton's Dynamometer Hogs. - **Fig. 22**: Illustrates Bell Instrument modifications. **Technical Details:** - **Electromagnet**: Used to generate electric current. - **Battery**: Provides power for apparatus. - **Conducting Wire**: Used for connecting parts. - **Armature**: Part that holds magnetically. - **Chopper**: Part that allows movement. - **Contact Lever**: Allows opening/closing connections. - **Bell**: Component that vibrates or produces sound. **Applications:** - **Earthwork Cutting**: Used for cutting earthwork efficiently. - **Vibrators**: Used for vibrating soil or materials. - **Single Tap Instruments**: Used for giving single taps during testing or measurement. **Conclusion:** The text describes various electrical devices used in earthwork cutting machinery, including their principles and modifications for specific applications like vibrators and single tap instruments. ELECTRIC BELLS. 539 A diagram showing a double electro-magnet with a bell attached to it. The switch is on the left side of the diagram, and the bell is on the right side. The switch is connected to the electro-magnet by a wire. current, when the switch is on $B$ and $E$ respectively, is sufficiently evident from the figure without further description. When so arranged as to produce a very loud sound, the double bells and double electro-magnets A diagram showing a double electro-magnet with a bell attached to it. The switch is on the left side of the diagram, and the bell is on the right side. The switch is connected to the electro-magnet by a wire. A diagram showing a double electro-magnet with a bell attached to it. The switch is on the left side of the diagram, and the bell is on the right side. The switch is connected to the electro-magnet by a wire. A diagram showing a double electro-magnet with a bell attached to it. The switch is on the left side of the diagram, and the bell is on the right side. The switch is connected to the electro-magnet by a wire. A diagram showing a double electro-magnet with a bell attached to it. The switch is on the left side of the diagram, and the bell is on the right side. The switch is connected to the electro-magnet by a wire. are usually employed in the vibrating apparatus. In general, the principle of all vibrating bells is that of the self-acting make and break; but, when the contacts are rigid points, the vibrations of 540 **ELECTRIC CLOCK** The armature take place only within narrow limits, and the arrangement cannot very well be suited for ringing a bell. Siemens has devised a plan, in his dial instruments, which answers the purpose much better, but it is not adapted to the range of movement, and the adaptation of this device to the ringing of bells for simple calls is a little vague, and in many cases would be altogether too complicated. By far the most preferable way of obtaining the desired range of stroke is that shown in Fig. 1178, where the armature is supported by a spring, which is connected with each of the two arms of the armature, and which, with the attraction of the armature, follows the latter for such a distance as may be required. When one battery is to serve for operating several of the bells above described, the vibrator on all of them must be connected in series. The current must then flow through each of these vibrators, and it is impossible, or rather impossible, to make the armatures of the various instruments so that they will all vibrate at exactly the same time, or always be in unison. The plan generally adopted for such an arrangement is to have each armature driven by its own battery, and to connect each of these batteries in parallel with each other. Each battery, of its own, or represented by the numerals $I$, $S$, and $R$ return wire $L_1$, serves for all. If now, as in Fig. 1179, we consider the armature $A$ as being driven by its own battery $B$, and let us suppose that it is attracted towards the spring $F$, then the forward movement of the armature brings it against contact $C$, and forms the相当 quite independent of the armature. As the resistance of this route is comparatively small, while that of the other route is comparatively large, the spring $F$ will be able to pull back the armature $A$ to its original position without any interference with the others, as they are all quite independent of the circuit thus interrupted. The fault just noticed in connection with the vibrating armature, causing a break at each vibration, may be remedied in a very easy manner simply by causing the armature to cut out its own magnetism when it comes into contact with another magnetism. This can be readily understood by reference to Fig. 1178, as we see at the left side of the diagram - magnetism $M_1$, which attracts the armature $A$ towards itself. At right side we see magnetism $M_2$, which readily follows the to-and-fro movement of the armature for a short distance. As will be seen, a current exists between points $P$ and $Q$. When point $P$ passes point $Q$, then magnetism $M_2$ is thus attracted by the spring $F$. The forward movement of the armature brings it against contact $C$, and forms the相当 quite independent of the armature. As the resistance of this route is comparatively small, while that of the other route is comparatively large, the spring $F$ will be able to pull back the armature $A$ to its original position without any interference with the others, as they are all quite independent of the circuit thus interrupted. When the bell system is to be used for long distances, or when a very loud ringing is desired for which purpose the main line current, as a rule, is not sufficient, a relay and local battery are generally used. In order to obtain a more powerful current than that furnished by a single line conductor, it is necessary to employ two lines instead of one. For example, if we wish to obtain 30 amperes from a single line conductor, we shall need two lines each carrying 15 amperes. In Fig. 1179 we see how this can be done. The current flows from point $P$ through point $Q$, and then through point $R$. The current flowing through point $R$ causes magnetism $M_2$ to attract contact $C$. The current flowing through point $P$ causes magnetism $M_1$ to repel contact $C$. Thus we see that when magnetism $M_2$ attracts contact $C$, magnetism $M_1$ repels contact $C$. This arrangement enables us to get twice as much power as we could get from one line conductor alone. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. This motion causes them to vibrate up and down. This motion causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one carbon rod leaves its normal position and touches another carbon rod, then current flows through them and causes them to vibrate up and down. This motion causes them to vibrate up and down. The electric telegraph was invented by Samuel Morse in 1836 (see "The Speaking Telegraph", Talking Telegrams). He employed an electric arc for sending messages over wires of copper or tin-plate. The electric arc was produced by means of two carbon rods placed close together in a glass tube filled with air or carbon dioxide gas. The carbon rods were made in such form that their ends were slightly convexed so that when they leave it in its normal position supports them lever \( L \) being from making contact with them. When one 540 ELECTRICITY. 541 The magnet is affected by a change in the polarity of an electro-magnet consisting of a soft-iron core in a coil at $B$. According as the current is sent forward or backward through the coil, so the polar-ity of the core is altered, and the permanent magnet is turned on its pivot. The electric current which passes through the primary wire $A$ produces a secondary current in the wire $D$, which is connected at the station, and is conveyed by the wire $D B$, which wire connects all the lamps in series. This current in the wire $D B$ produces a secondary current in the wire $C D$, which wire is connected to the lamp at the station. In this way, when a current flows through the primary wire $A$, a current flows through each lamp, and so long as that current continues to flow, each lamp will continue to burn. In order to understand how this operation is performed, let us suppose that we have two lamps, one of which is burning and the other unlit. When a current flows through the primary wire $A$, it produces a secondary current in the wire $D B$, which wire connects both lamps in series. This current in the wire $D B$ produces a secondary current in the wire $C D$, which wire is connected to the lamp at the station. In this way, when a current flows through the primary wire $A$, a current flows through each lamp, and so long as that current continues to flow, each lamp will continue to burn. If now we reverse the direction of the current in the primary wire $A$, then we reverse the direction of the current in the wire $D B$, and consequently we reverse the direction of the current in the wire $C D$. In this case, however, we do not reverse the direction of the current in either lamp, but we merely reverse its intensity. For example, if we reverse the direction of the current in the primary wire $A$, then we reverse the direction of the current in the wire $D B$, and consequently we reverse the direction of the current in the wire $C D$. In this case, however, we do not reverse the direction of the current in either lamp, but we merely reverse its intensity. For example, if we reverse the direction of the current in the primary wire $A$, then we reverse the direction of the current in the wire $D B$, and consequently we reverse the direction of the current in the wire $C D$. In this case, however, we do not reverse the direction of the current in either lamp, but we merely reverse its intensity. When a current flows through a primary wire, it produces a secondary current in a secondary wire connected to a lamp at a station. This secondary current produces a third current in another secondary wire connected to another lamp at a station. And so on. Thus, when a current flows through a primary wire, it produces a secondary current in a secondary wire connected to a lamp at a station. This secondary current produces a third current in another secondary wire connected to another lamp at a station. And so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. Thus, when a current flows through a primary wire, it produces a secondary current in a secondary wire connected to a lamp at a station. This secondary current produces a third current in another secondary wire connected to another lamp at a station. And so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to two more stations, and so on. This operation can be continued indefinitely. For example, if we connect two lamps in series with each other, and if we connect them to two secondary wires connected to two stations, then we can connect these two secondary wires to tw 543 ELECTRICITY. conductors or to magnets is changed, more or less work may be done in the production of effects external to the circuit in addition to some internal work of one or more of the above kinds. The external effect may be either a change of temperature, or a change of chemical condition, or the develop- ment of the magnetic condition in substances susceptible of magnetism. (b) Production of induced currents in other conductors. (c) Production of mechanical work through the motion of masses of conductor. The laws according to which the action (1) take place were first established by Joule (1841). The effect referred to under (a) was first observed by Faraday (1831), and the effect referred to under (b) by Biot (1870-71). The laws of the chemical action of the current (5) were established by Far- day (1836); those of the mechanical effect on conductors (c) by Joule (1840), and the production of induced currents (b) by Faraday (1851). The existence of mechanical force between electric currents and magnets, capable of doing work by changing their relative position, was discov- ered by Maxwell (1865), and the existence of such a force between electric currents was demonstrated between two currents or two parts of the same current. From the laws according to which he found that this force acted, Maxwell deduced that any system of currents could be rendered self-sufficient by a system of magnets, and showed that any magnet might be replaced by a system of dividing currents. Maxwell's theory has been verified experimentally by several observers. In such a way they are inverted when the direction of the current is inverted. Thus, when a current passes from a piece of bismuth into a piece of antimony, heat is absorbed, but when it passes from a piece of antimony into a piece of bismuth, heat is given out. This is due to the fact that between two platinum plates immersed in water, decompositions take place, and oxygen is evolved at the plate on which the current enters, and hydrogen at the plate on which it leaves. In re- version of the current invertes the chemical action. Again, a current entering a piece of soft iron results in heating it up, while a current leaving it results in cooling it down. The heat produced is pro- duced by the mutual action of a current and a magnet, or of one current on another, the loca- tion of the causes being inversely to the motion. The only two cases in which the effect of a current is inverted are those in which it acts upon itself. In all other cases it acts upon its surroundings, so that the force exerted by one part of a current upon another part of the same current. The distinction however becomes very clear when we consider what happens when a current is reversed. It is evident from the fact that the work expended in a given time in producing any of the former case is simply propor- tional to the square root of the current strength. A further distinction is that, if at reversible effect, such as occurs with electricity passing through a conductor, a second conductor is inserted between external wires, a current can be passed through both without any change in its point of departure or arrival. Thus, if a circuit composed of alternate pieces of two different metals, and with widthwise heat at each certain point, is connected to two external wires, then if a current flows from one wire to another wire, at least be absorbed at the first set of points, and to be evolved at the second set. Again, if the electrical energy is converted into heat at one point and into light at another point, and if it is pro- duced by either mean, the result is a current in the same direction, provided the liquid make part of a source. If it is produced by one means only, then it will flow in one direction only. The comple- tion of a conducting circuit, or changes in the position of magnets or currents relatively to each cause the current to be traversed by a current opposite to that which would have produced these changes if no such cause had existed. Thus, if we pass an electric current through water, so as to pro- duce heat from it, any homogeneous parts of a conducting circuit, nor by moving one part of such a circuit round another part, will produce any change whatever in the direction or amount of currents to be pro- duced are processes in which some reversible effect of such currents is brought about by the expulsion or absorption of heat. The applications of these principles will be found under ELECTRIC BELLS, ELECTRIC GAS LAMPS, Electric Lanterns, Electric Machines (Static), Electrician's Tools, Electric-Ballistic Machine; Eman- gallant; Electromagnetism; Electromotive Force; Electrolysis; Electrolytic Cell; Electrolytic Conduction; Wurde for Reference—Historical—Essai sur la Nature, etc., de l'Electricité; Winkler, Paris, 1844; "On Heat and Electricity," Philos. Trans., 1845; "On Heat and Electricity," London, 1846; "On Heat and Electricity," London, 1847; "On Heat and Electricity," London, and Observations on Electricity," Franklin, London, 1879; "History of the Present State of Elec- tricity," London, 1879; "On Heat and Electricity," London, 1880; "On Heat and Electricity," et al., Paris, 1880; "On Heat and Electricity," London, 1880; "On Heat and Electricity," et al., Paris, 1882; "On Heat and Electricity," London, 1882; "On Heat and Electricity," et al., Paris, 1883; "On Heat and Electricity," London, 1883; "On Heat and Electricity," et al., Paris, 1884; "On Heat and Electricity," London, 1884; "On Heat and Electricity," et al., Paris, 1885; "On Heat and Electricity," London, 1885; "On Heat and Electricity," et al., Paris, 1886; "On Heat and Electricity," London, 1886; "On Heat and Electricity," et al., Paris, 1887; "On Heat and Electricity," London, 1887; "On Heat and Electricity," et al., Paris, 1890; "On Heat and Electricity," London, 1890; "On Heat and Electricity," et al., Paris, 1900; "On Heat and Electricity," London, 1900; "On Heat and Electricity," et al., Paris, 1902; "On Heat and Electricity," London, 1902; "On Heat and Electricity," et al., Paris, 1903; "On Heat and Electricity," London, 1903; "On Heat and Electricity," et al., Paris, 1904; "On Heat and Electricity," London, 1904; "On Heat and Electricity," et al., Paris, 1905; "On Heat and Electricity," London, 1905; "On Heat and Electricity," et al., Paris, 1906; "On Heat and Electricity," London, 1906; "On Heat and Electricity," et al., Paris, 1907; "On Heat and Electricity," London, 1907; "On Heat and Electricity," et al., Paris, 1909; "On Heat and Electricity," London, 1909; "On Heat and Electricity," et al., Paris, 1922; "On Heat and Electricity," London, 1922; "On Heat and Electricity," et al., Paris, 1923; "On Heat and Electricity," London, 1923; "On Heat and Electricity," et al., Paris, 1924; "On Heat and Electricity," London, 1924; "On Heat and Electricity," et al., Paris, 1925; "On Heat and Electricity," London, 1925; "On Heat and Electricity," et al., Paris, 1926; "On Heat and Electricity," London, 1926; "On Heat and Electricity," et al., Paris ELECTRIC LIGHT. 543 York, 1875: "Electricity: Its Theory, Sources, and Applications," Spurgeon, London, 1875; "Tracts de l'Electricité Statique," Masson, Paris, 1876; "Magnétism and Electricity," Guthrie, London, 1878; "Electricity and the Electric Telegraph," Prentice, New York, 1877. On Special Applica- tions of Electricity to the Human Body, see "The Electric Currents of the Brain" (diagnosis of insanities proposed for prevention of accidents by aid of electricity), "The Cures of Insanity by Electricity" (electric currents applied to the brain), "The Forces of Nature: Applications of the Physical Forces," Gallenkiß, and Sabine, London, 1871. On the history of the invention of the electric light, see "The Electric Light" (history of the invention of the electric light), "The History of Electricity" (works on telegraphy, see TELEGRAPHIC APPARATUS). Toldot, c. ; "Electrical Tables and Formulae," Clark and Sabine, London, 1871; Experimental Physics" (construction of apparatus), Weinhold, trans. by J. H. B. W. E. ELECTRIC LIGHT. There are four methods of converting electricity into light. I. By means of a substance which emits light when excited by an electric current. This is a very imperfect form a species of fame known as the edison arc. II. By means of a rod or bar of carbon or basalt, a strip of metallic foil or a wire of metal heated by an electric current. III. By means of a substance which is heated by the resistance of the material to the current. IV. By means of a stratified discharge of the electric current across a space or in tubes containing various gases at low pressure. The first three methods are only suitable for producing a feeble ray of a current flowing through a conductor of considerable length. This is the commonest as well as the oldest form of electric illumination. The amount of light given off per unit length is inversely proportional to the square root of the number of electrons which surround them. The color of the light varies with the material of which the electrodes are composed, or according to the presence of various metals. It is yellow with white, white with zinc, green with copper, blue with silver, red with gold, etc., but in all cases it is less than one point zero point one and a negative platelet state is, in contrast, between two carbon points, it is void. In 1801 (1) that the length of the arc segments in more rapid ratio than the number of elements em- ployed in its construction. In other words, that the number of elements employed in its construction is greater than one hundred times their length. Thus, the arc produced with 100 elements is nearly quadrupled that produced by 50 elements; that resulting from 300 elements is not triple that from 100; and the light from 600 elements is twice that from 300; while that from 1000 elements is four times that from 600; and so on. The length of the arcs increases less rapidly than the number of elements. The arc from 100 elements, mea- sured along its axis, has a length equal to one hundred times its diameter; that from 300 elements has a length equal to one hundred and twenty-five times its diameter; that from 600 elements has a length equal to one hundred and fifty times its diameter; that from 1000 elements has a length equal to one hundred and seventy-five times its diameter; and so on. Each element produces about one thousandth part of an ampere; each pair produces about two thousandths part; each trio produces about three thousandths part; each quartet produces about four thousandths part; each quintet produces about five thousandths part; each sextet produces about six thousandths part; each septet produces about seven thousandths part; each octet produces about eight thousandths part; each nonet produces about nine thousandths part; each decalogue produces about ten thousandths part. The following useful formula relating to the electric light have been deduced by Mr. Desmond G. Fitzgerald: \( A = \frac{W}{R} \) where \( W \) is the electrical force in volts, acting in a circuit; \( R \) is the total resistance, ohms; \( A \) is the quantity of electricity obtained; \( P \) is the power-source of the prime mover used in generating electricity; \( L \) is the length in meters over which this prime mover acts in producing electrical work; and \( h \) is heat produced by it per hour, then \( W = h \times \frac{P}{L} \). For example: If \( P = 25 \) horse-power and \( L = 25 \) feet-ounces then \( W = h \times \frac{25}{25} = h \). horse-power absorbed in the current (energy in foot-pounds) will be \( A \times P \). The ratio \( A_p = \frac{\text{horse-power absorbed}}{\text{quantity of electricity}} = \frac{A}{P} \) is the measure of the efficiency or power factor in Gramme's machine. In the case of Gramme's ma- chine, under the best conditions, we have \( H.P.A_p = A_p = 1.89 \). Horse-power absorbed in the arc It is \( A_p = \frac{A}{P} \) The ratio of this latter value to \( A_p \), i.e., \( A_p - A_p = x \), is the measure of the efficiency of the electrical circuit in the production of the greatest quantity of light with a given quantity of electrical energy. In the experiments with Gramme's machine made by the Committee of Inquiry appointed by Parliament on July 24th last year (see Report), this ratio was found to be, was \( A_p = x \times 1949 \) (candle); or, calling \( I \) the current in amperes per second, the light in this case was \( I^2 \times x^2 = 14949 \) (candle); or taking \( I \) as current in amperes per second, then \( I^2 = x^2 + 14949 \). This may probably be taken as a safe minimum value for small lights; but it would appear that the quantity of light increases more rapidly than the square of the current, or the square root law does not hold good for small lights. In other words, if two similar electro- machines worked with greater horse-power, the constants for the two latter formulae would be in accordance with simple proportionality. From these findings it will also be seen that the diminution according to the "square," and not according to simple proportionality applies to electricity just as it applies to light, heat, sound, gravita- tion, (1) See page 543 544 ELECTRIC LIGHT. then, and other physical phenomena. Thus, if a circuit be divided into two branches whose resis- tances are equal, a current of half the strength passes through each branch, producing at the point of resistance, a potential difference equal to one-half that produced by the whole circuit, and therefore less than the former. If the current had been divided into three equal branches, in each branch only one-third of the whole would pass, and the potential difference at the point of resistance would be one-third of that produced by the whole circuit. For 1,000 candles were divided into 3 equal parts, the result would be 100 lights of 10 candles each, and 100 lights of 1 candle each. When the light is produced by the motion of the electrons across a system—what is called a ionized gas—the current is said to be electric light. The electric light is thus a very simple and fa- miliar demonstration, with a Bunsen battery of 68 cells, 4 inches high, the diminution of the sub- divided light being shown by means of a scale graduated in tenths of a candle. The diminution of the illu- minating power of a quarter of a burner, with lamps only three-quarters of a burner, with two lamps 64 burners, and so on, is shown in Fig. 173. It will be seen that when the current is turned on, 1, 2, 3, 5, 10, thus shows how rapidly the light diminishes when divided. With the voltaic battery connected with the carbon battery, he was able, by a ferris lamp, to obtain a light of 108 burners. The Voltaic battery consists of two plates of copper and zinc separated by a layer of moistened paper. The elec- trodes are projected in all directions. This projection takes place chiefly from one pole to the other, but also from one electrode to another. The positive electrode has a much higher tem- perature than the negative pole during a given time to double that of the latter. The arc is approximately represented in Fig. 173. On account of this temperature difference between the positive and negative electrodes, there is an increase of pressure in the space between them which causes an increased flow of electrons from the positive to the negative pole. The carbon atoms are attracted towards the positive pole and repelled from the negative pole. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are thus forced away from their original position and are scattered over a large area. The carbon atoms are metallised extremely; that is, this layer of copper, nickel, or other metal is chemically deposi- ted on the outer surface of the glass tube containing the gas; while in ordinary incandescent lamps no such coating is used, it is diminished by its being partly covered along the copper, instead of having to have its way through the copper only. In order to produce electric light, it is necessary that its brilliancy shall be exceeded continuously. This is im- possible as long as there is any gas present in the tube; for then some portion of the electric current passing through the electrode waste away twice as fast as the negative electrode; the distance between the points in- crease continues indefinitely until they meet again at some point within the tube; but this point is not a constant distance apart, as it is subject to change according to circumstances; hence it cannot be reached until it has been reached many times before; consequently it cannot be reached at all unless it be reac- hed continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reac- ched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before it can reach itself again; hence it cannot be reached at all unless it be reacched continually; otherwise it will be exhausted before它能到达自己之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在到达自己的之前,因此不能到达任何地方;否则它将被耗尽在达到 ELECTRIC LIGHT. 545 mean which would render the carbon self-adjusting. This apparatus is termed the regulator. The day to be performed by these contrivances is summed up as follows by Mr. J. H. Smeed in a paper read before the British Association in 1878 (see *Proceedings*, xvi., 302): 1. To prevent the current from being too weak, or too strong, for the purpose of illumination; and, there- fore, a progress varying not merely with the strength of the current, but also with the nature of the light, viz., whether it be white or colored. 2. To prevent the carbon points from becoming too close together, or too far apart, so as to cause either of these conditions to produce a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 3. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 4. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 5. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 6. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 7. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 8. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 9. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 10. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 11. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 12. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 13. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 14. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 15. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 16. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 17. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, therefore, to prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both. 18. To prevent the carbon points from being too far apart, so as to cause a spark at one point only, instead of at both; and, 128 129 positive carbon having double the diameter of the other. The current enters on the binding-screw $C$, traverses through two brass tubes $D$ and $E$, which are connected with each other by means of two brass tubes $F$ and $G$, which are connected with each other by means of two brass tubes $H$ and $I$, which are connected with each other by means of two brass tubes $J$ and $K$, which are connected with each other by means of two brass tubes $L$ and $M$, which are connected with each other by means of two brass tubes $N$ and $O$, which are connected with each other by means of two brass tubes $P$ and $Q$, which are connected with each other by means of two brass tubes $R$ and $S$, which are connected with each other by means of two brass tubes $T$ and $U$, which are connected with each other by means of two brass tubes $V$ and $W$, which are connected with each other by means of two brass tubes $X$ and $Y$, which are connected with each other by means of two brass tubes $Z$ and $A$, which are connected with each other by means of two brass tubes $B$ and $C$, which are connected with each other by means of two brass tubes $D$ and $E$, which are connected with each other by means of two brass tubes $F$ and $G$, which are connected with each other by means of two brass tubes $H$ and $I$, which are connected with each other by means of two brass tubes $J$ and $K$, which are connected with each other by means of two brass tubes $L$ and $M$, which are connected with each other by means of two brass tubes $N$ and $O$, which are connected with each other by means of two brass tubes $P$ and $Q$, which are connected with each other by means of two brass tubes $R$ and $S$, which are connected with each other by means of two brass tubes $T$ and $U$, which are connected with each other by means of two brass tubes $V$ and $W$, which are connected with each other by means of two brass tubes $X$ and $Y$, which are connected with each other by means of two brass tubes $Z$ and $A$, which are connected with each other by means of two brass tubes $B$ and $C$. 546 ELECTRIC LIGHT. of this arrangement, which is due to Robert Houdin, the armature, instead of being placed in one or the other of two positions, as in the ordinary forms of apparatus, has its position accurately regulated according to the strength of the current. The anchor $T$ is rigidly connected with the lever $F F$, and following the movement of the latter, it is alternately raised and lowered by means of a spring, thus giving rise to the fly's-eye, and release $a$, which accordingly revolves, and the carbona are moved forward if the current becomes stronger, and backward if it becomes weaker. When the current is very weak, the anchor $T$ is exactly vertical, both flies are arrested, and the carbona remain stationary. The on- venience of this arrangement consists in the fact that the carbona are always in contact with the positive pole of the battery, and therefore their temperature is constant; also that any change in the strength of the current and brilliancy of the light are immediately corrected. According to this principle where single lights only are desired from a machine, the Serres lamp Fig. 1181, is most commonly used. In this the carbona are placed vertically over one another, the upper A diagram showing a simple electric light apparatus with a motor-driven armature and carbona. carbon being made to travel by means of a rack and pinion attached to the bottom of its holder and driven by a spring which is controlled by an electromagnet placed in the base of the lamp. The electro-magnet, according to the force of the current passing into it from the main circuit, attracts or repels a piece of iron attached to a rod which is connected with a lever which moves a bon-holder to rise or fall, according to the irregularities in the strength of the main circuit, so as to fuel producing the voltaic arc. The normal position of the bon-holder is such that when no current flows through it, it is at rest. When current flows through it, it is affected by raising or depressing the upper carbon-holder, by means of the lever placed at top of it. The Break-Regulator has a helix of insulated wire, such as is used in telegraphy, wound around a core of soft iron. The current passes through the core, and as its lower end draws down towards its upper end, it causes a portion of the helix by the passage of the current winding on itself, and by means of a lifting finger, raises one edge of a wheel, which carries a point against another point on another wheel, and lifts it to a distance controlled by an adjustable screw. As soon as this happens, there is an increase in the strength of the light. As the carbona burn away, the increased length of the wire causes it to contract slightly, thereby reducing its attraction for the magnetism of the helix, and therefore its cold end will move more downward by the force of gravity until by the motion of this end it again attracts some part of the helix. This causes a further reduction in its attraction for its own weight, and so on until finally all attraction ceases. (See Report of Commis- sioners for Public Works.) A similar form was described in "The Mechanism" for use with lamps in "The Mechanism Institute," 3d series, vol. 1xv., No. 5 (4) Fig. 1182. There are several forms of regulators which have been devised for controlling electric lights. One form is known as a "regulator," which has two advantages over those previously mentioned: first, it can be adjusted independently of any particular position (the action of gravity), secondly, it can be made to regulate either side or both sides of each lengthwise with each carbona, which motion is imparted to them by means of a spring or by means of weights suspended from wires running parallel with each other in opposite directions, one on each carbona holder. These regulators are not very satisfactory because they are thus caused to progress; i.e., the section of an image on one side may be too bright while that on another side may be too dark; but this difficulty can be overcome by making them adjustable so as to suit each case separately. In other regulators, such as that shown in Fig. 1183, an adjustable screw is provided for regulating each lengthwise with each carbona, which motion is imparted to them by means of weights suspended from wires running parallel with each other in opposite directions; one on each carbona holder; and so as to propel these car- bonas gradually forward. These carbona-holders are fixed about 2 inches from the carbon poles; but they can be made much closer together than this without danger because they are limited therefore to that due to this length; irrespective of that of the carbona themselves. The Meissner Regulator (Fig. 1184) is one of those electric lamps, of which one of the simplest is represented in Fig. 1188. Both carbona-holders are supported by a lever. At the upper or positive holder downwards, it draws the cord over a pulley and raises those negative just above ELECTRIC LIGHT. 547 half the distance traveled by the positive. When the wires are properly connected and the arc-burner is in position, the top holder may be allowed to run down until the two carbons meet. This establishs the circuit and exites the axial magnet in the bottom of the case, when the core is drawn into the holder, and thus closes the circuit. The pull of the magnet on the core is sufficient to maintain tension of the spring balance each other, so that the carbon is burned away the arc is lengthened and the current increased. The upper end of the lower lever is attached to the upper arm of the arc-burner together as they are connected until the parts have reached a position where the rotation of the lower lever is beyond the reach of the pawl, then the core descends and the ratchet revolves, when the motion of the core is transmitted through a gear wheel to a second ratchet, which is turned over, and so reversed from turning more than one tooth at a time by a spring at the end of the lower lever. The pull of the magnet on the core is sufficient to maintain tension of this spring balance each other, so that both teeth, the lever, and with it the ratchet, are forced downward, and the succeeding tooth is caught on the pawl, and so on until all teeth have been passed over. By changing the position of the connecting link, leverage can be readily adjusted. Adjustments may also be made with the thumb-nut on top of the case, which is attached to a re- cessible screw. 2. Lamps Using Carbon in Various Forms.—It will be noticed that all the lamps hitherto described employ carbon in a form in which it is arranged in such a manner that its direction of flow has been invented in which the carbon is otherwise arranged, or is used in different forms. The Dupont Regulator.—This apparatus, Fig. 1184, uses continuous-direction currents, thereby A diagram showing a Dupont Regulator apparatus. discharging with use of a second or distributing machine. Each carbon as it varies, split in two lengthwise, and halves placed relatively to each other in the form of a V, approaching each other only at point of illumination. Each of carbons passes through a holder, with a small guide-way along which it moves. The upper arm of arc-burner is attached to one half-carbon and to another half-carbon. As it is at this point that electric current enters the carbon, the total resistance of former is reduced to zero. The resistance being uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of latter. This resistance therefore uniform throughout its length, it does not vary only, irrespective of entire length of later 548 ELECTRIC LIGHT. connection. This is within about three-quarters of an inch of the top of the carbon, so that this length becomes incandescent, and the contact between the two carbons being only a point, a small arc is produced between the electrodes, while the electricity is at the same time passed from through the carbon to the positive electrode. The current passing through the carbon is sufficient to heat it up to a high temperature, and thus supports the lamp at the bottom of the bulb and the balance weight $W$, by which the end is maintained in con- tact with the positive electrode. When the current ceases to pass through the carbon, the electric arc is attached, and the current thus passed on to the next lamp. (See Eng. Pat. 1, 1874.) **Regester's Electric Lamp.** In this system, which has been found free from renewal of the carbon is proposed. The carbon is incandescent at one part of its length, and serves simultaneously as a condenser and pre- mier point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. A cylindrical or pri- mary point of contact. The principle of the construction is shown in Fig. 1186. The carbon $C$ is made up into a cylinder, and a small portion at each end is cut off so as to form a cone-shaped extremity, which projects beyond the cylinder, and forms a point for making contact with the positive electrode $A$. This extremity being heated by the passage through it of a current, it becomes sufficiently intense to render it incandescent in this portion. The current enters or passes out through a small hole bored through the cylinder near its center, and presses against the carbon laterally; the contact touches it at the extremity. Under these condi- tions, the current passes through both portions equally, and consequently no tendency to break down occurs. Consequently, if the carbon $C$ is urged forward continuously in the direction of arrow $J$, it will advance gradually in proportion as it watts away, sliding through the lateral contacts $f$ in such a way as to continue to make good contact with them until they are worn away entirely. As long as this current through the pencil is greatly increased by the combination of the carbon, its action remains imperceptible, but when this combination ceases, then it becomes perceptible. In practice, the fixed en- tact $B$ is replaced by a movable one, which can be moved along a horizontal plane parallel to that on which the terminal contact $A$ is made to depend on the progressive movement of the carbon, so that the latter acts as a variable resistance. An improved form of one of these lamps is represented in Fig. 1187. In this rotation of the revolving contact is obtained by means of pressure on one side only. This means that only half of its circumference comes into action at any given instant, and therefore causes for inequality in its length. The check, which is indispensable, is obtained as follows: The wheel $D$ revolves round its axis $O$, and makes one revolution every second. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. The current passes through one side only, and therefore produces an effect only on that side. By pressing on one side by hand, we can cause this effect to be produced on any other side also. Fig. Fig. however he explained: The electric arc being started at any point, flame gradually passes along the length of the carbons as long as it remains incandescent; but when it ceases to burn at either end, two plates with rigidly parallel edges are placed over each end respectively; these plates are then brought together, and their points touch each other at once; Practically this state of things is reached when there exists a minimum value of least resistance where they are connected. **The Water Lamp.--This consists of two carbon pencils supported on sockets attached to a sub-** Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water Lamp Water LampGoogle Fig. 1189 A. Insulated from one another, each having a semi-cylindrical vertical groove in its face to re- ceive the lamp-socket, and each having a horizontal groove along their lower lines. The jaw \(B\) is rigidly fixed to the baseplate \(A\), to which is attached the attachment-screw connected with the terminal contact \(C\) of the machine; while the jaw \(F\) is joined to the bracket \(D\), which is attached to, and is in metallic con- nection with, the baseplate \(A\). The jaws are provided with springs \(E\) which hold firmly carbon rods varying within certain limits, and by means of the spring \(E\) firm pressure is maintained upon them. When a current passes through these rods, they become heated. The insu- lating screw \(A\) being connected to the negative electrodes of the machine, the circuit is complete as long as there is no break in either part. By means of this arrangement, three lamps may be held together, it may be connected to a second candle-holder, and that to a third, and so on in series. In the Arro- me de Vipère, and in all other places in Paris illuminated by the Jablochhoff light, the lamps were arranged as shown in Fig. 1190. Fig. 1190 shows a sectional elevation of the arrangement for holding the candles in the lanterns used for street lighting in Paris. The lamp-socket is shown at \(G\), and it is seen how it can receive one or more lamps according to the Illumination for the time required, as each candle lasts but an hour and a half. Only one candle burns at any given time; but when it has burned out, another is immediately substituted from it to a new circuit until four have been burned, during which time the heat for extinguishing the street lights is reached. The holders are attached to a slab of white enyrs surrounded by a globe of glass. Fig. 1190 shows the lantern with its four candles, the switch, and the gramme-dynamo-electric machine used to supply the current (see DYNAMO-ELECTRIC MACHINE). Full details of the apparatus, A diagram showing an arrangement for holding candles in lanterns used for street lighting in Paris. 1190 550 ELECTRIC LIGHT. and also of an automatic switch for shifting the current from one candle, will be found in Engin- eep. natl. 135. Fig. 1198 shows the mode of connecting several sets of lamps, A, in circuit with one machine, B. It. Elettric Light by ENGINEEEP. The first electric lamps in which an incandescent carbon rod was used was patented in England by King in 1876. The carbon rod was made of a metal such as iron, which when heated white-hot by the passage of an electric current. The best metal for this purpose he found to be platinum, because platinum is very resistant to the action of oxygen at high temperatures. In order to prevent the carbon from being oxidized by the action of oxygen when at a high temperature, it was found necessary to protect it from air and dampness, and to thin end the carbon was enclosed in a glass vessel whence the air was exhausted. Zelinsky, in 1877, introduced a new form of lamp in which instead of platinum, a monodecemer was employed, small rods of the metal about 2 centimeters in length being used. Until 1874 so im- portant improvements were made; but in that year M. Lodyginu obtained a grand prize from the St. Petersburg Academy of Sciences for a lamp which consisted of a single stick of carbon, enclosed in a hermetically sealed glass vessel, and surrounded by a coil of wire through which an electric current is passed. When this current passes through the wire, it produces heat on the carbon, which is heated until it glows with a white light. This light is produced by the fact that when an electric current passes through a conductor, such as copper, it is passed through this carbon, is gradually heated to a white heat, and emits a brilliant and at the same time soft and steady light. Fig. 1199 shows the form of the carbon used; the light is given off at the surface of the carbon, and is conducted away by means of a glass tube into the main circuit, so that any number of lights may safely be joined up in series to form one or more lamps; the lights can be turned on and off at will by means of switches placed between them and the circuit can be strengthened or weakened at will. It burns well under water, and has been proposed for illuminating dangerous mines, there being no fear of explosion from it. A diagram showing a hand holding a small lamp with a carbon rod inside. A diagram showing a hand holding a small lamp with a carbon rod inside. A diagram showing a hand holding a small lamp with a carbon rod inside. A diagram showing a hand holding a small lamp with a carbon rod inside. ELECTRIC LIGHT. 551 John St. Petersburg devised a material improvement on this lamp in 1875, the important fea- ture of which consists in the use of a number of carbonons placed vertically between platform, and haring some of unequal heights extending above the upper platform. All are enclosed in an ex- hausted glass tube, and are connected by means of a spiral wire to a central terminal, which is led through which the current passes to the carbon touched. As this carbon generally consumes it self more than the others, the other carbonons are recharged by the current passing through them. The re- charged carbon is rendered incandescent. This goes on until all the carbonons are consumed, when the fail lights out, and the current is then passed through another set of carbonons, and so on until all have been used up, another lamp. Each carbon lasts about two hours. The light is mild and agreeable, but is much more easily than that of gas. Its intensity is about equal to 20 Cercel burners. A second improvement was made by Mr. Hohlfeld, who has described his apparatus in Fig. 1192. The es- sential features are as follows: The carbonons are enclosed at each extremity in rigid contacts, and are held firmly in place by a spring, so that they can be easily removed without breaking the glass, one carbon to the other through the action of an electro-magnet placed in the circuit. The first part of the apparatus consists of a glass cylinder having three holes bored in it as shown. The light-giving apparatus is separated from the lower part of the lamp by three diaphragms, tenat of downward heat radiation. The carbonons are so shaped as to have great surface exposed to the air, and under these conditions of heat downwards to the glass cylinder, they are kept incandescent by the electric current entering from below, following the line of metallic conduction to the burn- er-then upwards to the glass cylinder, and thence downwards again to the carbonons. In this man- ner, as soon as complete insulation is reached at the base of the glass cylinder, the current enters into the glass cylinder and is conducted to the carbonons by conduction through the glass cylinder. The glass vessel is changed every two hours, and this change is effected by opening a valve at the bottom of the lamp. The light is obtained by preventing any current from being passed through one set of carbonons while the other set is being charged with electricity. A detailed description of this apparatus will be found in the Scien- tific American, issue, 351. The Jankowsky-Knudsen Light—M. Jankowski, inventor of the electric candle already described, has recently introduced a new form of electric light which he calls "Jankowsky-Knudsen Light." It consists of a number of separate secondary cells, one for each candle, for one primary, the current can simply be applied and effectuated by means of a switch placed at any convenient point. The secondary cells are simple, and a number of lights can be joined up in the same circuit, so as to form a set of luminous centres. Mr. Knudsen has also invented a similar form of light which he calls "Knudsen Light." In both forms in graduated series, the weakest yielding a glow equivalent to one or two gas-burners the strongest equal to 18 burners, from one current. By employing a magneto-electric machine giving alternating currents, currents may be obtained which vary from zero to 18 times their maximum value. Thus, for example, the alternating currents being simply passed through the primary coil. Again, by employing a mag- neto-electric machine giving direct currents, currents may be obtained which vary from zero to 18 times their maximum value. In both cases, however, only one cell can be charged at any time. When one cell is charged with electricity, the secondary cells may be dipped in together with oil and the magneto-electric currents passed through them. The current thus obtained is very weak and does not give sufficient light for ordinary general or open glass shades in diffuse rays. The con- sumption of lamps is very small, a piece length of a candle being sufficient for several years. III. The Gasoline-Tube Lamps. An altogether different kind of light which is yielded by the electric discharge in passing through Galvani tubes con- taining a mixture of gases such as hydrogen and oxygen gives most satisfactory results. In 1888 M. Gravels devised an apparatus in which X chromated-potash elements transmitted a current by induction into a tube containing hydrogen and oxygen gases mixed with nitrous oxide gas. The tube charged with carbo-nic acid. The apparatus was com- pletely insulated from earth during its operation and could be maintained for several hours under water; but the gen- eral illumination was not sufficient for ordinary purposes. It was found that the illumination was too feeble a nature to admit of any extended practical utilization. IV. The Electric Candle. When an electrical current which flows through a conductor or conductor system produces an electric spark between two points where no such spark would normally occur, the extra spark appears at the point of separation. The extra spark will appear at any point where there exists an arc of any appreciable length at the point of separa- tion. In order to obtain a continuous light from this spark, Professor Hohlfeld has devised an apparatus in which one or both of the electrodes may be moved back and forth over vibrations to and from each other so that in their motion toward each other they pass through an arc whose length may be regulated. These motions or vibrations are made to follow one another at such a rate that the effect of the light is produced continuously throughout its duration. The light follow one another at a rate greater than 25 to 30 per second. This rate is considered sufficiently rapid for practical purposes. The vibratory motion is best communi- cated to the electrodes by an automatic vibrator or an electric engine. In practice, the negative electrode only is vibrated. (See Journal of the Franklin Institute, Bd series, issue No. 4, p. 261.) 558 ELECTRIC LIGHT. Fig. 1194 represents the construction of this apparatus. A flexible bar of metal $h$ (the extent of whose vibrations is regulated by the adjustment of the right bar $f$) is attached at one end to the plate $p$, and at the other end to the negative electrode $e$. The positive electrode $a$ is supported on a rod, and the negative one in a collar, $c$, and the positive one in the same, so that they may be brought into contact with each other. The current from the kindling-point $b$ passes through the wire $d$, which surrounds the negative electrode, and then through the rod $e$, and finally through the positive electrode, which is connected to the terminal $g$. The current from the kindling-point $b$ is passed through the wire $d$, which surrounds the negative electrode, and then through the rod $e$, and finally through the positive electrode, thus partially free to fall, cannot follow the rapid motion of the negative electrode, and therefore does not cause it to oscillate too rapidly. The current from the positive electrode is conveyed to the terminal $g$ by means of a wire $k$, which is connected to a spring $l$, and is thus made to oscillate slowly. The current from the positive electrode is conveyed to the terminal $g$ by means of a wire $k$, which is connected to a spring $l$, and is thus made to oscillate slowly. APPLICATIONS OF THE ELECTRIC LIGHT. Judging from its effects upon animals, it appears that electric light has been used for illumination of work shops and large buildings. It is only the light by which fine work can be carried on by night, as well as by day, and its abundance in such a form becomes difficult in manner similar to daylight, so that it is necessary to use artificial light during the night. This difficulty is illustrated by the illustration of Fig. 1195, which shows how much more light is produced by electric light than by ordinary lamps. In this illustration, the shadows cast by the first light are not fainting to the eyes, and it possesses the great advantage over ordinary lamps in that it produces no smoke or fumes. As a general rule, one lamp (carbon point) will illuminate 4200 square feet in a machine shop, half that space being occupied by machinery. One lamp will illuminate 3600 square feet in a factory, or 7200 square feet in a shop yard, court, or open air. Improvements in the electric light tend constantly toward making its working more economical. The principal results of experience up to the date of issue of this work have been: (1) The cost per unit of illumination has been reduced; (2) the size of lamps has been reduced; (3) lamps have become more compact; (4) lamps have become more durable; (5) lamps have become more easily filled and ready to be substituted in case of accident to the latter or to the machine. A figure 1196 illustrates the disposition of the different parts of the lantern apparatus. At $A$ is shown a frame for holding two lamps together; at $B$ are shown two lamps; at $C$ are shown two lamps; at $D$ are shown two lamps; at $E$ are shown two lamps; at $F$ are shown two lamps; at $G$ are shown two lamps; at $H$ are shown two lamps; at $I$ are shown two lamps; at $J$ are shown two lamps; at $K$ are shown two lamps; at $L$ are shown two lamps; at $M$ are shown two lamps; at $N$ are shown two lamps; at $O$ are shown two lamps; at $P$ are shown two lamps; at $Q$ are shown two lamps; at $R$ are shown two lamps; at $S$ are shown two lamps; at $T$ are shown two lamps; at $U$ are shown two lamps; at $V$ are shown two lamps; at $W$ are shown two lamps; at $X$ are shown two lamps; at $Y$ are shown two lamps; at $Z$ are shown two lamps. The electric light lamp is operated by means of an electric motor. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The electric motor is driven by an electric generator. The 14 ELECTRIC LOOM. 553 near of the night. The arrangement of the light for marine purposes, as devised by MM. Basset and Lemoisnier, is represented in Fig. 1196. The voltaic arc is obtained from a tincin lamp, the beam of which is concentrated by a Fresnel lens 0.6 meters in diameter, and composed of 3 dioptric and 3 anaploptical lenses, arranged in such a way that the rays of light are brought to a focus at the point of the beam, which is movable around a vertical axis, and capable of oscillating about its horizontal axis without changing the relative positions of lens and lamp. By this means the luminous beam may be pro- A diagram showing the arrangement of an electric light for marine purposes. 1196 projected at will in any direction by the operator, who, stationed in rear of the apparatus, manages to obtain a clear view of the beam by means of a convex ground glass plate in rear of the apparatus, the image of the carbon, so that the rate of consumption of these may be constantly watched. The carbon is made to diverge more or less. The apparatus is fixed on a cast-iron pedestal on the ship's bridge or deck. As arranged on board the Amérique, a steamer of the Compagnie Générale Transatlantique, the ship has two electric lights, one for each side of the vessel. These lights are placed in a chassee, and illuminate an arc of 280°, so that the vessel herself is left completely in the shade. The lummi- neous beam is produced by a carbon arc, driven by a 4-cylinder steam engine. This light is, by an ingenious automatic arrangement, kept always on when the ship is at sea. It is visible at a distance of about 10 nautical miles to an observer situated 18 feet above the water. **ELECTRIC LOOM.** This extremely ingenious contrivance, in which the usual Jacquard cards are moved by electricity instead of by hand, was invented by M. Jules Perrier, director of the Société de mé- nagier, in the invention of Cavaliere G. Bellini of Turin. A simple metal plate, perforated with holes, is used for each row of cards; and this plate is moved back and forth over another plate of paper used in the usual arrangement. The plates fill up every hole that is not required, but are withdrawn quickly when they have been filled up with cards. The motion is effected by a motor-driven belt. This is effected as follows: A sort of metal comb, each tooth of which is the terminal of a separate insu- lated conducting wire, rests on the prepared pattern. Whenever a tooth touches the tin foil, a circuit A diagram showing the mechanism of an electric loom. 1197 554 ELECTRIC MACHINES (STATIC). is completed through its conducting wire; but when a tooth rests on the variabish, the circuit is broken. Each conducting wire includes in its circuit a electro-magnet. The pistons already spoken of are each composed of a small iron shank and brass button-shaped head, and are all held by means of a spring, which is attached to the piston at one end and to the frame at the other. The heads of the pistons project through the openings of the metal card or perforated plate, the diameter of each hole being equal to that of the head of the piston. The axis of the pistons is placed exactly in the centre of its corresponding hole. In this same position all the thin-iron shanks touch the point of the overhanging edge of the tin foil, and so form a closed circuit with the pole of the magnet corresponding to the uncovered portion of the tin foil are therefore active or attract the shanks, but the others exert no attraction. The frame with the pistons is now pulled forward away from the plate, and while it is doing so, the shanks are drawn into their respective holes in their frame, so that the button-heads pass behind the perforated plate; but the other portions come between the plates and the frame, and thus form a closed circuit with the pole of the magnet corresponding to that portion of the tin foil which is covered by them. By this simple contrivance all those plates-heads that were in front of the plate are retained there, whereas those that were behind it are driven out of their holes. The piston in this condition presents a perfect analogy with the common prepared card; a certain number of holes corresponding to the metallic parts of the pattern are vacant; the rest of the holes are filled up and presented to view by means of a spring which is attached to each piston. These loose holes are noted on during one stroke. The perforated plate is then brought back to the position just described, and again pulled forward away from it, and so forth until all have been exhausted. Thus, in this way, all kinds of shanks similar with several different colors are to be used, the pattern is subdivided into insulated portions corresponding to each color, and these portions are connected together by means of wires. At all parts corresponding to one color are afterward connected. As each shackle is thrown, the battery is brought into action with the appropriate electro-magnetic portion of its foil, producing a succession of different currents, and so long as it is not shifted forward till all have been exhausted. After the completion of each fresh combination on the perforated plate, the battery circuits is broken by a proper contact made with another set of contacts arranged in such a manner that when one side of the comb is lifted from the pattern prior to a shift, it will be immediately reconnected. ELECTRIC MOTORS AND GENERATORS—The phenomena are usually and conveniently divided into two chief classes: first those comprising which depend upon the mutual action of bodies while they are in motion; secondly those depending upon their mutual action when they occupy the space occupied by electrical equivalents. Phenomena of both forms class, though dependent upon each other, do not necessarily imply that they can be produced by any one alone; for example, frictional heat may be produced by rubbing two bodies together without producing any electric current whatever; similarly, an electric current may be produced by rubbing two bodies together without producing any frictional heat whatever; but in either case frictional heat must be produced before an electric current can be obtained. The first condition for the production of any electro-dynamic phenomenon is the means of develop- ing the electromotive force. The apparatuses which produce are commonly called electric or electrical machines. These act either by friction or by electro-dynamic induction. I. Faraday's Machine.—This type of apparatus was first constructed to be operated by the me- chanical equivalent power furnished by a horse or mule. It consists essentially in revolving about a pillar attached to a hollow cylinder $x$, mounted on a pillar of glass. This A diagram showing a machine with a hollow cylinder $x$ mounted on a pillar of glass. pillar is supported on a sliding base-board at the bottom, capable of being moved by a screw toward the glass cylinder, to regulate the intensity of the pressure, and consequently of the friction of the rubber. The rubber is made of leather stuffed with horse-hair to constitute an elastic cushion. Another cushion is placed under this one to prevent any direct contact between them. A cylinder with a row of pointed wires facing the glass cylinder, designed to serve for collecting electricity excited therfrom. To prevent the escape or propagation of the electro-dynamic action from the pile con- ELECTRIC MACHINES (STATIC). 555 doctor, is steadied by the intervention of a semiconducting glass plate. A flap of silk, $G$, is at- tached to the cushion, and is spread out over the top of the revolving cylinder, to suppress the dis- persion of the electric action by the reaction of the air, before it reaches the row of points at $K$. A second silk plate, $H$, is attached to the upper part of the cylinder, and serves to prevent the escape of the human head applied to turn the crank-handle attached to the pulley $W$. Into this pulley a grooved rod, $J$, is inserted, which turns with it, and the cord that extends from it to a similar groove in a pulley at- tached to the axis of the glass cylinder. The conductor $C$ has also been demonstrated as "positive" - conductor, in contradistinction to the conductor $D$, which has been shown as "negative". The two conductors are separated by a layer of oil, being supposed to contain an accumulation or "positive" excess of the fluid, and the latter having yielded A diagram showing a simple form of electric machine. The glass plate $D.D$ is connected to a spring $B$ and rotates on a shaft. The upper and lower portions of the disk, each having flaps of silk attached to them, are shown. The intensity of the pressure of the cushion is regulated by screws. The two opposite conductors $A$ and $B$ are suspended from a rod $F$. The two large hollow cylinders of brass with guide rods are shown. The other parts of the machine are mounted. The brass arm $C$ is secured at the center and lower end by a screw. A small metal rod $G$ is shown extending from the upper end of the arm. A small metal rod $H$ is shown extending from the lower end of the arm. A small metal rod $I$ is shown extending from the upper end of the arm. A small metal rod $J$ is shown extending from the lower end of the arm. To augment the excitation, it is usual to apply to the rubbing surface of the cushion a layer of mercury, mixed with lead. One part by weight tin and two parts by weight lead are used, and mixed with six parts of mercury, which are to be well stirred together until mild- ly fluid. This mixture is then put into a vessel in a mortar and mixed with a suf- ficient quantity of water, so as to give the consistence of a paste. Van Barrow's machine is a simple form of apparatus for producing electricity by means of friction. It consists of two disks, each having a number of flaps or blades with hair and covered with some amalgam mixed with grease. Two large hollow cylinders of brass with guide rods, each supported by two glass pillars, constitute the reservoir for receiving the electrici- ty, while another hollow cylinder made of wood or metal is placed between these two cylinders. The guide rods of metal furnished with points along their sides, called combs, for the purpose of receiving the electricity, terminate in short rods or needles which project into a vessel containing mercury. These needles are made of conductive material. The conductors are connected by a rod $r$, from the middle of which projects another short rod ter- minating in a needle. This needle is immersed in mercury. Nairne's machine is constructed similarly to that represented in Fig. 1197, having a cylinder and a rod $r$. Van Barrow's machine has two glass plates nearly 84 feet in diameter, separated by about one inch, and 30 inches apart. In this machine no such large cylinders have been obtained. According to Van Barrow's Electric Machine, Fig. 1200, also belongs to this class. It consists of a small wrought-iron plate bolted standing on glass base. A stop-cock $C$, when opened, allows the steam to pass through the tube into a vessel containing mercury. The ends of the tubes are furnished with jets whose construction is such as to increase the friction, and the jets are lined with hard wood, as shown in the figure at $M$. The metal plate $M$, armed with A diagram showing Van Barrow's Electric Machine. It consists of two glass plates nearly 84 feet in diameter, separated by about one inch, and 30 inches apart. A stop-cock $C$ is shown allowing steam to pass through a tube into a vessel containing mercury. The ends of the tubes are furnished with jets whose construction increases friction. 556 ELECTRIC MACHINES (STATIC). points, collects the electricity, which is ordinarily positive, and conveys it to the prime conductor B. Faraday showed that the generation of electricity in this machine is caused by the friction of minute globules of water on the surface of the copper plates. The mechanical power of bodies, as well as friction and contact, propagate electrical action. Elastic India-rubber or coelothous develops extraordinary electric capacity to subdue compression. The machine consists of two copper plates, A and B, separated by a distance of several inches from between the rollers used for conveying the water. The roller is made of soft iron, and is covered with a layer of India-rubber, dissolved in spirit of tapersol, and mixed with ultramarine blue. The other roller is made of brass, pressed with great pressure between the engraved copper plates. When the water is conveyed through the machine, a torrent of sparks is noticed to issue from the rollers. These sparks are collected by the plates A and B, and are conveyed to the machine by means of a wire attached to the knobs. The sparks are so numerous that they are sufficient to set fire to the material with which this material was finally exposed from the danger of burning up the building and machinery. The sparks are also sufficiently strong to set fire to the composition of turpentine, since it is known that a spark will set fire to turpentine when it is placed in the air in the machine to be burnt up. The electric current passes through the plates A and B, and through a wire connected with them. An insulated conductor charged with either kind of electricity acts upon bodies in a manner similar to that in which a magnet acts upon iron. This action is due to the attraction of one body towards another, attracting the opposite and repelling the like poles. The action of this kind is called induction. It may be observed that this action can take place by induction or by direct action. Thus, if a positively electrified body A is brought near a negatively electrified body B, an electric current will flow from A to B, and vice versa. This current will continue until both bodies are neutralized (and previously undisturbed conductors), i.e., until both bodies have acquired equal quantities of electricity. In this case, we say that A has induced a current in B, and that B has induced a current in A. The sense of inducing is thus reversed according as we consider A as positive or negative. It is evident that if A is electrified positively, while B is electrified negatively, then the force acting upon B will be greater than that acting upon A. Hence, if C is electrified positively, while D is electrified negatively, then the force acting upon D will be greater than that acting upon C. If E is electrified positively, while F is electrified negatively, then the force acting upon F will be greater than that acting upon E. If G is electrified positively, while H is electrified negatively, then the force acting upon H will be greater than that acting upon G. If I is electrified positively, while J is electrified negatively, then the force acting upon J will be greater than that acting upon I. If K is electrified positively, while L is electrified negatively, then the force acting upon L will be greater than that acting upon K. If M is electrified positively, while N is electrified negatively, then the force acting upon N will be greater than that acting upon M. If O is electrified positively, while P is electrified negatively, then the force acting upon P will be greater than that acting upon O. If Q is electrified positively, while R is electrified negatively, then the force acting upon R will be greater than that acting upon Q. If S is electrified positively, while T is electrified negatively, then the force acting upon T will be greater than that acting upon S. If U is electrified positively, while V is electrified negatively, then the force acting upon V will be greater than that acting upon U. If W is electrified positively, while X is electrified negatively, then the force acting upon X will be greater than that acting upon W. If Y is electrified positively, while Z is electrified negatively, then the force acting upon Z will be greater than that acting upon Y. If AA'BB'CC'...ZZZ' are all positive bodies and BB'CC'...ZZZ' are all negative bodies, then AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' > BB'CC'...ZZZ' Therefore, AA'BB'CC'...ZZZ' 120 A diagram showing two copper plates (A and B) separated by a distance of several inches from between two rollers (M and N). The roller is made of soft iron and covered with a layer of India-rubber dissolved in spirit of tapersol and mixed with ultramarine blue. 120 ELECTRIC MACHINES (STATIC). 557 on being lifted from the axis of a coil, to kindle a jet of hydrogen gas artificially arranged to issue from a small apparatus, containing a lump of zinc in distilled water. The Holtz Electrical Machine, Fig. 1202, is remarkable for its great power. A circular plate $a$ is fixed at the axis of the machine, and two similar plates $b$, $c$, are placed at right angles to each other, which are partly covered at the back by two banks of thick paper $f$, having points projecting in the op- posite directions. The plates are connected with the terminals of a battery, so that the current may be reversed very near it. Opposite the face of the movable plate, which has no resistance, there are two stationary plates $d$, $e$, which are separated by a thin sheet of glass. These plates are connected with the terminals of another battery, so that they may be charged positively or negatively. An arc is formed in the centre of the fixed plate giving passage to the axis of the movable one, which can be rapidly rotated by a system of belts and pulleys. The machine is started by bringing the knobs on each of the batteries into contact with the corresponding terminals of the machine, and then releasing them. A plate of insulator which has been previously excited. After a few turns of the plate both armatures become charged with electricity, and a stream of sparks will pass from one to the other. When this stream is separated a stream of sparks will pass from one to the other. By increasing, within a certain limit, the distance between the plates $d$, $e$, and decreasing that between the plates $b$, $c$, the spark will cease, which depends upon the insulation and working order of the machine, the spark will no longer pass, and only one spark will pass from one to the other. This is due to the fact that when one armature is charged with electricity, it attracts another armature towards itself by its brief explanation of its action: The negative electricity of the first armature tends to attract the same fluid in its vicinity, and to attract the opposite; consequently negative electricity flows from the face of the first armature through the glass plate to that of the second armature, which is attracted by the comb upon the plate. This will cause the comb of the second conductor, which at the com- mencement was neutralized by positive electricity, to become positively charged. The positive elec- tricity on this comb will be attracted by that on the first armature, and will flow through it until it reaches its point, discharging negative electricity upon the plate and receiving positive return in turn, thus be- coming positively charged. Positive electricity from the face of the plate also passes to the second comb, which becomes positively charged in like manner. The positive electricity on this comb will be attracted by that on the first armature and combine negatively electrified. Therefore the comb will discharge positive electrici- ty on its upper side and receive negative electricity on its lower side. The negative electricity flowing from charge from the other side of the plate, because the latter is charged with higher tension. The effect is therefore increased by charging both arms with electricity in opposite directions. The comb is and on again coming opposite the second armature to increase its positive charge. Both arma- tures become thus in a short time highly charged with opposite electricals, the tension of which is so high that they repel each other. The effect is increased by charging both arms with electricity in oppo- be seen, is constantly passing through the conductors from one to another, and a cor- responding amount passing through each conductor from one end to another. At any time when all of these conductors are separated by an insulator, this current will stop at once. It is more evident that the action of this machine requires that each part of the movable plate be charged with electro- ity of an opposite kind to that of the armature it leaves, and of the same kind to that of one A diagram showing a circular plate (a) at the center with two stationary plates (d) and (e) on either side. Two moving plates (b) and (c) are shown rotating around a central axis. it approaches. This condition, however, cannot continue if the conductors are so far separated as to prevent communication, or are beyond striking distance, because there would then simply be two armatures in opposite electrical conditions, with a movable plate passing from one to the other and gradually becoming charged with electricity in opposite directions. In order to overcome this difficulty, monotarily and turning them in opposite directions, as represented in Fig. 1203. Neither plate has electrically charged surfaces facing each other; but their faces are inclined at different angles toward each other, the lower plane, at right angles to the upper ones. Each of the upper conductors is connected with one of the lower, so that there are only two conductors. The machine is started by holding for a short time both arms against each other while charging them oppositely; then releasing them again, a third upper comb is placed above one of the lower combs, which appears to increase the power. In both forms of the machine work is expended in turning the plates in opposition to electrical attrac- 558 ELECTRIC MACHINES (STATIC). tions and repulsions, by which mechanical is converted into electrical energy. It will always be found difficult to obtain good results with electrical machines in damp weather. By warming the glass insulators, however, and frequently rubbing them with a warm dry cloth, their non-conducting property may be in a degree preserved. The Holtz machine is more sensitive to moisture than the secondary kind. Electro-Conductors or Accumulators for Radiant Electricity are instruments by which through the agency of induction we are enabled by means of a second conductor to augment the quantity of electricity originally contained in a first conductor. The first conductor is usually made of metal, and the second conductor consists of two conductors separated by an insulator, or dielectric. The one conductor must be insulated, the other in connection with the earth or some very large neutral body. The usual form of conductor is made by separating two conductors by a piece of glass, as shown in Fig. 1907. When either posi- A diagram showing a machine with a cylindrical body and a handle on top. 186 A diagram showing a machine with a cylindrical body and a handle on top. 1906 A diagram showing a machine with a cylindrical body and a handle on top. 1907 A diagram showing a machine with a cylindrical body and a handle on top. 1906 A diagram showing a machine with a cylindrical body and a handle on top. 1907 tive or negative electricity exists unconnected with its opposite kind of electricity, and is capable of exercising its power and dividing its power upon any body that comes near it, but does not approach so near as to become connected with it, it is said to be "free." When either kind of electricity exists unconnected with its opposite kind, but is incapable of attracting or repelling or manifesting its inductive power on bodies in general. In consequence of the special inductive action of an adjacent store of the opposite electricity acting ELECTRIC MACHINES (STATIC), 559 through the medium of a diode; it is said to be bound, captive, diploped, disincarnated, or barest (Angell). The quantity of electricity which can be stored up on the surface of the place of a con- denser is limited; 1, by the tension of the electricity of the prime conductor; 2, by the distance between the two conductors; 3, by the resistance of the space between them; 4, by the sub- sive power of the diode; 5, by the specific inductive capacity of the diodelectric used. The Leyden Battery. - In this apparatus, Fig. 1204, a disk A of metal or glass, passes between two similar disks B and C, each of which is connected with a wire. The disk A is called the cathode or condenser. It consists of a glass jar of suitable thickness, covered inside and out with a coating of metallic substance. The upper part of the jar is closed by a cover D, which contains the neck of the vessel, and supports a brass knob, wire, and chain terminating below in contact with the tin-foil coating at the bottom of the inside of the jar. A Leyden battery consists of a series of Leyden jars connected in parallel. The current flows through these jars from one to another, thus electrically unites the exterior coatings, their interior coatings being united by means of brass rods The Curie Machine. - In this apparatus, Fig. 1205, a disk A of metal or glass, passes between two similar disks B and C, each of which is connected with a wire. The disk A is called the cathode or condenser. It consists of a glass jar of suitable thickness, covered inside and out with a coating of metallic substance. The upper part of the jar is closed by a cover D, which contains the neck of the vessel, and supports a brass knob, wire, and chain terminating below in contact with the tin-foil coating at the bottom of the inside of the jar. A Leyden battery consists of a series of Leyden jars connected in parallel. The current flows through these jars from one to another, thus electrically unites the exterior coatings, their interior coatings being united by means of brass rods The Curie Machine. - In this apparatus, Fig. 1207 and 1208, is known as the charge-reproducer. A wheel C of metallic substance is placed in such position that its axis coincides with that of a wheel D, and appearing at the circumference like the teeth of a gear-wheel. Two metal plates \( R_1 \) and \( R_2 \), but so as to envelop completely half of the wheel (one of these is indicated by dotted lines), serve as a condenser E. The wheel C is rotated by means of a spring F and then revolves by the effect of the motion electricity is developed. Hence it results that the charge produced by this machine is directed towards those parts where it is required. Two receiving springs \( r_1 \) and \( r_2 \), communicating separately with the metallic envelope in the interior of the wheel C and with those parts where it is required. The corresponding envelopes. Two receiving springs \( r_1 \) and \( r_2 \), called conductors, placed behind the former ones with reference to the direction of rotation of the wheel, are connected by the wire \( F \). Suppose that we have an electric machine producing positive electricity in one direction and negative electricity in another direction. When this machine is rotating in one direction, springing \( r_1 \), it is charged with positive electricity, which it communicates to the succes- tive teeth on its left side until they become charged positively; then it communicates to those on its right side charged nega- tively. The opposite spring \( r_2 \), is similarly charged with negative electricity, which comes back to its own side when it has communicated to all those on its left side which are charged negatively. It may be more than three inches in diameter, and may be set in motion by the motor or Morse telegraph instru- ment. A few seconds after it is started it produces brilliant sparks. A dry pile of forty emitters, the two ends being connected together by wires insulated from each other, will produce sparks equal to those obtained from charge machine or suddenly to reverse the electrical sign. Thomson's Electric Machine. - This apparatus consists essentially of contacts by a proof plane, in order to establish on a condenser the tension which exists in the surrounding atmosphere. A disk C, of metallic substance is placed in such position that its axis coincides with that of a wheel D, which are applied two springs \( R_1 \) and \( R_2 \), in communication with the two electrodes of an electronator. If one of these springs is subjected to the influence of an electric field, body, keys which details them self- selfly into two points on its surface are produced between them; these points are separated from each other only while they are charged positively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while they are charged negatively; but when they are charged negatively they are separated from each other only while The first plate is placed in an atmosphere containing no electricity whatever. The second plate is placed in an atmosphere containing electricity equal to that existing between two plates at rest. This drop falls into another metal cylinder Z, if receiver which has a funnel within. Its liquid state is conveyed into a third cylinder Y which has an outlet at its lower end and receives all drops falling into it from the spout of the funnel. The charge received by this machine then augments more and more until sparks are produced between them. If any drops do not fall into it receiver on account of their size or shape or because it does not contain sufficient liquid for their reception, such conditions is necessary to maintain the tension of the inducer I by a foreign source. But it will only be necessary to maintain this tension for a short time before it becomes exhausted and to augment reciprocally their electrical charges. For this purpose receiver II (Fig. 1211) of the first conductor receives all drops falling into it receiver on account of their size or shape or because it does not contain sufficient liquid for their reception, such conditions is necessary to maintain the tension of the inducer I by a foreign source. But it will only be necessary to maintain this tension for a short time before it becomes exhausted and to augment reciprocally their electrical charges. For this purpose receiver II (Fig. 1211) of the first conductor receives all drops falling into it receiver on account of their size or shape or because it does not contain sufficient liquid for their reception, such conditions is necessary to maintain the tension of the inducer I by a foreign source. But it will only be necessary to maintain this tension for a short time before it becomes exhausted and to augment reciprocally their electrical charges. For this purpose receiver II (Fig. 1211) of the first 560 ELECTRIC MACHINES (STATIC). as not to be appreciable but with a very dilute electrometer, the valves are opened in order to allow the water to escape drop by drop. These drops become subdivided into very small ones, which separate by their mutual attraction, and fall through the apparatus, and so on until they reach some part of the apparatus. It is stated that the loss of electricity in this apparatus is so small that a single drop falling from each tube every three minutes is sufficient to maintain the charge constant indefinitely. The Inductorium.—This is a device for producing induced currents by the action of another elec- tric current, which is alternately opened and closed in rapid succession. All instruments of this kind consist essentially of a hollow cylinder, in which are placed two glass tubes filled with water, with two hollow conducting wires connected with the poles of a battery, the circuit of which is alternately opened and closed by a self-acting arrangement, and the other serving for the develop- ment of the electric current. In this way, besides the well-known effects of electric, physi- cal, chemical, and physiological effects are produced, equal or superior to those obtainable with electrical machines, and even with the most powerful Leyden batteries. Fig. 1213 shows the inter- nal construction of one of these instruments. The two hollow conducting wires are separated by a sheet of soft-iron wires, separated by a thin layer of insulating material from the primary coil contained in the space $PP'$. The two coils are separated by two heavy glass tubes $BC$ closed at the outer ends, while at their inner ends they communicate with each other. The two hollow conducting wires at its middle, and at $ad$ are a number of thin insulating disks, which divide the hollow into com- partments which communicate with each other, so that the secondary wire is continuous from end to A diagram showing a device for producing induced currents by the action of another electric current. Fig. 1214 shows a similar instrument in which the secondary wire is enclosed in a metal tube. ELECTRIC MACHINES (STATIC). 561 One of the largest coils is that made for the Royal Polytechnic Institute, London. Its length is 9 feet 2 inches; diameter, 2 feet; weight, 15 cwt., including 477 lbs. of hard rubber. The core is 8 feet long and 4 inches in diameter, of No. 16 iron wire. The primary coil consists of 143 turns, each containing 1000 turns of No. 16 wire, and having a resistance of 33.5 ohms. The secondary coil contains 606 sols, and has a resistance of 33.5 ohms. The condenser is in 8 parts, each containing 125 sols, or 1000 turns of No. 16 wire, and has been increased to 29 inches. The second largest machine is that made by Mr. J. H. Lash's electrometer, Fig. 1218. This consists of a Leyden jar, the exterior structure of which communicates with a ball A, which by means of the micrometric screw C may be adjusted as desired with reference to the interior armature. If the ball B commences to touch the armature, the potential of an electrical machine is to ground the electrometer, Fig. 1218. In order to compare the yield of electricity between different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. In order to compare the yield of electricity of different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. In order to compare the yield of electricity between different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. In order to compare the yield of electricity between different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. In order to compare the yield of electricity between different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. In order to compare the yield of electricity between different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. In order to compare the yield of electricity between different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. In order to compare the yield of electricity between different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. In order to compare the yield of electricity between different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. In order to compare the yield of electricity between different machines, it is necessary to equate the quantities of electricity produced at each spark, because the quantity of electricity produced at each spark varies with the resistance of the conductor which joins the exterior armature with the ball B. As these results are all based upon an explosive distance of 1 millimeter, they become changed when this same is augmented. Thus we have seen that in both machines there exists a certain advantage over that in which frictional machines remain constant throughout their whole duration. It will be observed that in both machines despite its low absolute value in resistance, it is much more advantageous than in those machines where frictional action takes place. In fact, in both cases this difference is very great. However, scarcely gives all data for comparative estimates of value because various apparatus did not all have like speed or rotation. The frictional machine, places which did not exceed one meter (This line appears to be cut off.) u (This line appears to be cut off.) u
NUMBER Machines Diameter Length Total per Unit Total per Unit
1 Ramsden. 10 mm. 0.08 0.08 0.08
2 Nairn. 10 mm. 0.08 0.08 0.08
3 Von Siemens. 10 mm. 0.08 0.08 0.08
4 Von Siemens. 15 mm. 0.15 0.15 0.15
5 Von Siemens. 25 mm. 0.25 0.25 0.25
6 Helm. 35 mm. 0.35 0.35 0.35
7 Helm. 45 mm. 0.45 0.45 0.45
8 Helm. 65 mm. 0.65 0.65 0.65
9 Carril. 75 mm. 0.75 0.75 0.75
10 Carril. 95 mm. 0.95 0.95
As these results are all based upon an explosive distance of 1 millimeter, they become changed when this same is augmented. Thus we have seen that in both machines there exists a certain advantage over that in which frictional machines remain constant throughout their whole duration. It will be observed that in both machines despite its low absolute value in resistance, it is much more advantageous than in those machines where frictional action takes place. In fact, in both cases this difference is very great. However, scarcely gives all data for comparative estimates of value because various apparatus did not all have like speed or rotation. The frictional machine, places which did not exceed one meter 562 ELECTRIC PEN. In diameter, are easily turned once a second ; but it is with difficulty that a machine 1.63 meters in diameter can be rotated faster than 40 turns per minute by one man. In the following table we give the velocities of the discharge of the different machines, and compare them with the velocity of the rotation of the machine itself, which is compared without regard to the principle on which they are made. The Armstrong machine referred to had 3000 of discharge, and operated under a pressure of 4 atmospheres. The Holsa machine, supplied by Mr. A. T. Edison, has 1800 of discharge, and operates under a pressure of 1 atmosphere. It has been employed to charge a battery over an extensive distance of 20 centimeters. Under these conditions each spark is only about 1/100th of an inch long. The Holsa machine is shown at the point of the Holt machine; and as the oil gave 6 or more discharges per second, it was evidently superior to 8 Holt machines.
A diagram showing a lamp with a wire loop around it, connected to a switch labeled "Switch" and a button labeled "Button". The wire loop is connected to a small metal plate labeled "Plate". The plate is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small metal ball labeled "Ball". The ball is connected to a small metal rod labeled "Rod". The rod is connected to a small金属 ELECTRO-BALLISTIC MACHINES. 563 The projectile may be detected. A complete description of this machine, together with reference to the extended experiments made with it by Major Morison, U.S.A., will be found in the former editio n of this work ("Appleton's Dictionary of Mechanics"). It has now given place to the very inge- nious devices known as the electro-magnetic chronoscope, which are capable of measuring definite chronoscopes or measures of brief intervals of time. Their operation is based either upon the action of gravity upon a falling body, the time being deduced from the space passed over during the inter- A diagram showing the mechanism of an electro-magnetic chronoscope.1816. vel to be measured ; or upon the number of vibrations made by a tuning fork during the interval of time in question. The first method is employed in the following form :--A tuning fork is set in vibration by direct action of electro-magnets, and a recording stylus, said magneto being demagnetised by the repulsion of the circuit by the projectile. The second method belongs those dependent upon the pendulum, upon the free fall of a weight, upon the downward movement of a weight transformed into rotary motion, and upon the A diagram showing the mechanism of an electro-magnetic chronoscope.1817. escape of liquids. Examples of the second and third classes occur in the Schultz and Bashforth instruments, which will be described further on. Gravity is also used in some cases to operate the "New-Lawn Chronoscope" is the most suc- cessful. Two wire targets are placed in front of the gun so that the projectile passes through them, as indicated by the arrow in Fig. 1817. As the projectile passes through the first target it breaks a 564 ELECTRO-BALLISTIC MACHINES. circuit and demagnetizes the electro-magnet $a$. The pendulum-hob sustained by this magnet then begins to fall, carrying with it as index-needle. When the projectile cuts the wires of the second target, the electro-magnet $b$ is demagnetized, and the pendulum-hob is set in motion. The bob falls, carrying with it as arc and stirrup $d$, which knocks away a wedge-lever and closes spring $e$ on a disk, which stamps the index-needle. The time due to the arc of vibration is measured by the theory of the pendulum. In the Le Reading Chronoscope the shot is made successfully to cut out two currents, and thus is demagnetized by the electro-magnet $b$. The time required for cutting out these two bodies under the action of gravity is the measure of the time taken by the shot to pass over a known distance. The principle of action of the Line Chronoscope, Fig. 1218, consists in registering by means of electric currents upon a recording surface, traveling at a uniform and very high speed, the probe located at any point on a revolving cylinder. This cylinder is driven by a motor, and by mechanical apparatus for obtaining the necessary speed and keeping that speed uniform, and its electrical current is recorded upon a strip of paper. The revolving cylinder has two disks $A A$, each six inches in circumference, fixed at intervals upon a horizontal shaft $S$, which is driven at a uniform speed by a motor. The probe is connected to one of these disks, and can be moved along them at any time. The precise rate of the disk is obtained by means of the stop-clock $D$, which can at pre- sure be connected or disconnected with the revolving shaft $S$, and the time of making any number of revolutions may be read off from this clock. The speed of rotation of the revolving shaft $S$ is usually attained in working this instrument is about 1,000 inches per second, linear velocity, at the circumference of the disk. The probe is connected to one of these disks, and can be moved along them at the sandits of a second, and so on. The disk is subdivided by the vernier $V$ into 1,000 parts, a linear reper- servation being one part equal to one inch. The time required for making one revolution is less than a second. The arrangements for obtaining the electrical records are as follows: The revolving date are covered on the edge with a strip of white paper, and are connected with one of the secondary wires $d$ of an induction coil. The other wire $d$ is connected with another secondary wire $d'$ of an induction coil. The charge opposite the edge of corresponding disk, and is fixed as to be just clear of the latter. When a shot passes through this disk, it causes an electric current to flow through this secondary wire (which is lamplashed) upon that part of the disk which was opposite the discharge at the instant of passing through it. This current causes a spark to pass between two points on this wire on the disk it is read off. From this it is known what time which the projectile occupies from the com- mencement of motion in reaching different parts of the bore, and from these time records he be deduced velocity with which the projectile is passing through the different parts of the bore, and the pressures in the gun which correspond to these velocities. The Electro-Magnetic Chronoscope time by means of weight of mercury which escapes during the interval to be measured. VIBRATORY INSTRUMENTS.—The Schuler Oscillograph, Fig. 1219, has a tuning-fork, making an ac- tional vibratory motion in its axis. It has also a cylinder having a groove around its circumference. A revolving cylinder a sinusous line showing the beginning and end of each vibration. This sinusous trace will show how long each vibration lasts. By means of a pointer attached to this cylinder, it is possible to mark upon its surface any point where it will be desired to measure how long each vibration lasts. The general arrangement of parts will be understood from Fig. 1219, in which $1$ is the blackened cylinder; $2$, the actuating clockwork; $3$, the pendulum fork; $4$, the vibrating fork; $5$, the Buhmkopf coil; $6$, battery; $7$, mercury reservoir; $8$, mercury tube; $9$, mercury tube; $10$, mercury target. To use the Buhmkopf coil, the primary wire is connected with the battery and the target, and the secondary wire with the target. One of the coils is brought through a A diagram illustrating an electro-ballistic machine.1218A diagram illustrating an electro-ballistic machine.1219 ELECTRO-BALLISTIC MACHINES. 565 glass tube close to the cylinder just over the fork; the other end is connected with the bed-plate and thence with the cylinder and other parts of the machine, except the support for the glass tube, which is insulated. By this arrangement, when the primary current is broken by the rupture of the night wire, a secondary current is induced, which is conveyed from the tube to the glass tube. A diagram showing an electro-ballistic machine. The main components include a cylinder with a drum, a spring mechanism, a clockwork mechanism, and a glass tube. The cylinder has a fork at one end and a lever at the other end. The fork is connected to a spring mechanism that pulls on a lever attached to the cylinder. The clockwork mechanism is used to regulate the speed of the cylinder. The glass tube is connected to the cylinder via a glass tube. A water bottle is also shown in the diagram. to the face of the cylinder, which represents the other end, where a bright spot beside the trace indi- cates the exact instant the rupture took place. The pendulum is used to determine the number of vibrations per second of the clock and thus to regulate its speed. The glass tube is divided into very small parts for close reading. The frame $A$ carries two levers $B$, $C$, and $D$. $B$ is a fly-wheel $A$, which revolves about a vertical axis, carrying with it the cylinder $K$, which is covered with prepared paper for the reception of the clock and second hand traces. $C$ is a spring mechanism, consisting of two springs $G$, $H$, and $I$. $H$ is a toothed wheel which gears with the windwork $M$, so as to allow the spring $C$ to be slowly un- wrapped from its drum. The other end of $C$, being attached to the platform $O$, allows it to de- move almost freely. $D$ is a frame supporting two levers $F$, $F'$, which are connected with each other by means of two wires $E$, $E'$. $E$ and $E'$ are electro-magnets; $F$ and $F'$ are frames supporting the keeper; and $f$ are ends of the springs, which are connected with each other by means of two wires $g$, $g'$. When the current flows through one circuit, as $k$, the magnetism of the electro-magnet is destroyed, and the spring $f$ carries back the keeper, which then causes a short circuit between two points on the uniform spiral. This causes it to depart from the uniform spiral it was describing. When the current is restored, the keeper is at- tracted, and thus the marker is brought back, which continues to trace its spiral as if nothing had happened during its absence. The whole apparatus is enclosed in a box, which can be removed connected with the screen, and records the passage of the projectile through the screen. By comparing the marks made by on or the exact velocity of the projectile can be calculated at all points of its course. Works for Reference.—The foregoing illustrations and abridged descriptions are taken from *A* 566 ELECTRO-GALVANIC AND THERMIC BATTERIES Text-Book of Ordnance and Naval Gunnery," by Commanders A. P. Cooke, U. S. N., New York, 1870. See also "Le Boulangé's Chronograph," Michaud & Co., New York, 1872; "Electro-Ballistic Machine" and the Indiana Chronoscope," Bunt, New York, 1886; "The Determination of the Flight of Pe... ![Diagram of Electro-Galvanic Battery](image) **ELECTRO-GALVANIC AND THERMIC BATTERIES. I. GALVANIC BATTERY.**—When a piece of zinc is dropped into a vessel containing acidulated water, bubbles of gas are seen to rise from the metal, and the liquid becomes slightly heated. By placing two such pieces of zinc in counterbalanced opposite directions, the impulses neutralize each other's actions and reactions; consequently, no bubbles are produced, but the liquid remains at the same temperature for an indefinite period before the discovery of the galvanic battery arrangement, without developing electric excitation. But if a plate of copper or platinum, as at C, Fig. 121, be placed opposite to the zinc Z, the mixture becomes electrically excited, and a current is produced in the wire W. The current flows in one specific direction. When the zinc is dissolving it gives off hydrogen and heat, while forming the more sub- fied compound zinc oxide. The copper plate W is charged with positive electricity, and the zinc free by the zinc entering into new combinations takes that form which we call electricity, instead of the older name of "caloric effect." It will heat, and is capable of manifesting itself by its magnetic or calorific effects (Sponge). When the two free ends of the wire are brought in contact as shown, a current of positive electricity is generated in the wire W. This current passes through the zinc Z and copper plate W toward the copper, and traversing the copper plate from through the wires toward the zinc. At the same time a con- rent of negative electricity is supposed to start from the immersed part of the copper plate, traveling 1398 ELECTRO-GALVANIC AND THERMIC BATTERIES. 567 in the opposite direction through the liquid to the zinc plate, and out of the cell from the zinc by the wire connected with it toward the copper. The particles (ions) of the liquid through which the current passes are thus alternately attracted and repelled, and this alternation of attraction and repulsion causes the expansion of one member of the respective molecules, so that one half of one molecule becomes positively charged and the other negatively charged (Anglo), by which means the positive and negative charges are separated. Definition.—The combination of parts above described constitutes a couple, which may be employed in various ways, as in the following example. Two metals are placed in a liquid. The two metals or their equivalents are called elements, the one most positive being termed the positive element, and the other the negative element. The supposed positive electric fluid will, however, always come out from the negative. The liquid employed is commonly called the aiming liquid. That which admits of a more perfect separation of its electric fluids is called a good conductor, and one metal may therefore bear an electro-positive relation to a second metal, while another metal may bear an electro-negative relation to a third metal. Platinum is the most electro-positive of all bodies, but its attraction for oxygen is so weak that it does not form any oxide. Mercury is next in order of electro-positivity. Among those which can be uniformly employed as electro-positive elements, zinc ranks first, while platinum is the most highly electro-negative metal. In the case of two metals immersed in different liquids; then, if an iron and a copper plate be connected with each other by a wire, and if a needle be inserted into either liquid, it will be attracted to both plates; but if it be immersed in a plastic acid, the needle will be deflected in one direction; while if the plates be immersed in a plastic base, it will be deflected in the opposite direction. The following table shows a few of the results obtained by Faraday:
NUMBER Machines Number of Turns per Second Total per Second Total per Turn of Oil Turbine
1 Armstrong, Fig. 1398. 2.67 1.34 0.48
2 Watt, with cylinders. 1 1.5 0.42
3 Watt, with cylinders. 1 1.5 0.42
4 Lamp. 10 10.5 3.50
5 Holt ordinary. 10 10.5 3.50
6 Holt ordinary. 10 10.5 3.50
7 Holt ordinary. 10 10.5 3.50
8 Holt ordinary. 10 10.5 3.50
9 Holt ordinary. 10 10.5 3.50
10 Curtin. 10 10.5 3.50
11 Ammendment. 10 10.5 3.50
12 Lamp. 1874.
Comparison of Different Metals in the Presence of Different Liquids.
Dioxide oxide, acid. Hydroxide acid. 8d. of potash. 8d. solution of potash.
Zinc. Silver. Nickel. Nickel.
Copper. Silver. Nickel. Bismuth.
Anodomy. Nickel. Copper. Lead.
Bismuth. Copper. Bismuth. Silver.
Nickel. Copper. Bismuth. Silver.
Iron. Lead. Lead. Anodomy.
Lead. Lead. Anodomy. Tin.
Tin. Tin. Copper. Zinc.
Cadmium. Tin. Copper. Cadmium.
Zinc. Tin. Cadmium. Zinc.
The order in each column shows the most positive metal in regard to the fluid at the bottom, and the most electro-negative at the top. It has been demonstrated by Poggendorff that the electromotive force between two metals is equal to the sum of the electromotive forces between all the intermediate metals. The conductive circuit comprises the wires, instruments, etc., forming the path for the passage of the current. The resistance of such circuits varies according to their nature and construction. The amount of current is determined by several factors; first, by the nature of the conductor; secondly, by its cross-section; thirdly, by its length; fourthly, by its temperature; fifthly, by its chemical constitution; sixthly, by its purity; seventhly, by its condition as regards cleanliness; eighthly, by its condition as regards freedom from impurities; ninthly, by its condition as regards freedom from gas bubbles; tenthly, by its condition as regards freedom from air bubbles; eleventhly, by its condition as regards freedom from water bubbles; twelfthly, by its condition as regards freedom from carbon dioxide bubbles; thirteenthly, by its condition as regards freedom from carbon monoxide bubbles; fourteenthly, by its condition as regards freedom from hydrogen bubbles; fifteenthly, by its condition as regards freedom from oxygen bubbles; sixteenthly, by its condition as regards freedom from nitrogen bubbles; seventeenthly, by its condition as regards freedom from carbon dioxide bubbles; eighteenthly, by its condition as regards freedom from carbon monoxide bubbles; nineteenthly, by its condition as regards freedom from hydrogen bubbles; twentiethly, by its condition as regards freedom from oxygen bubbles; twenty-firstly, by its condition as regards freedom from nitrogen bubbles; twenty-secondly, by its condition as regards freedom from carbon dioxide bubbles; twenty-thirdly, by its condition as regards freedom from carbon monoxide bubbles; twenty-fourthly, by its condition as regards freedom from hydrogen bubbles; twenty-fifthly, by its condition as regards freedom from oxygen bubbles; twenty-sixthly, by its condition as regards freedom from nitrogen bubbles; twenty-seventhly, by its condition as regards freedom from carbon dioxide bubbles; twenty-eighthly, by its condition as regards freedom from carbon monoxide bubbles; twenty-ninthly, by its condition as regards freedom from hydrogen bubbles; thirty-firstly, by its condition as regards freedom from oxygen bubbles; thirty-secondly, by its condition as regards freedom from nitrogen bubbles. The strength of a single cell is determined solely by the amount of current passing through it. This amount is proportional to its surface. By doubling the size of the plate, the amount of current is doubled, providing the connecting-wire offers no appreciable resistance, and the quantity is not increased beyond what would have been produced had only one plate been used. The resistance is not affected by the size of plates, but by the number of cells in combination. Electrodes are bodies capable of conducting electricity without loss or gain of charge when an electric current into and out of a cell. Electrodes are also bodies capable of decomposing certain substances into their constituent parts when an electric current passes through them. Electrodes are also bodies capable of producing certain effects on account of their electrical magnitude from certain given data. The symbols should represent fixed units to obtain definite results. They are set forth: 1. Current equals electromotive force divided by resistance. In both cases we must remember that resistance is inversely proportional to current multiplied by resistance. The chief difference between frictional and electrostatic electricity consists in the fact that the latter is generated in very large quantities, but its electromotive force is us 568 ELECTRO-GALVANIC AND THERMIC BATTERIES. feasible as to render it incapable of overcoming a comparatively slight resistance ; while the former, on the contrary, is generated in very minute quantities, but its electromotive force is so great as to enable it to overcome any considerable resistance. The voltaic pile is constructed by placing upon a bottom piece of wood a disk of copper, and upon this a disk of zinc moistened with dilute acid or a solution of saltpetre, and then covering these with a sheet of glass, which is perforated at one end, the pin terminating in a copper, the other in a zinc disk. In Cruikshank's battery, Fig. 1223, plates of zinc and copper are placed together in pairs and held in vertical grooves, all the zinc plates facing in one and all the copper plates in the other direction. A cover of glass is placed over the whole, which is impervious to the fluid of the trough. This arrangement is really a horizontal voltaic pile. The dry voltaic pile (Fig. 1224) consists of two pieces of glass, each containing a plate with gold or silver leaf, and alternated with thin leaves of zinc. By means of a circular steel punch, about as thick as a pencil lead, holes are bored through both pieces of glass, and the two halves are adjusted to be packed neatly together in a long glass tube. The atoms of the leaves of zinc very slowly become united by the action of the air, and thus form a continuous film between the two conductors of a group of anode, whereby a feeble propagation of electro-dynamic action is maintained during surprisingly long periods of time. Mr Singer constructed a dry pile of 20,000 series of disks of silver, zinc and glass, and found that after 100 hours' use they had lost only 1 per cent. of their product by frictional electrical machines, causing a pair of plith balls of an electrotype to become divergent. A pile built up in this way was used by Mr Singer for several years without loss. It will be seen that the top cap of the pile, and the other with the lower cap of the pile, continued to vibrate unequally between them until they were separated by a distance equal to that between two square inches of coated surface, charged by 10 minutes' contact with the electric current. It was found by Mr Singer that by proper adjustment sufficient electro-dynamic action to fuse one inch of platinum wire or the diameter of 500 feet' part of wire could be obtained by making contact with one side only, viz., with zinc foil, if one side be made bright, and thus rendered more readily oxidisable than the opposite surface. The black oxide of manganese contains an extraordinary excess of oxygen, capable of freely uniting with zinc and other metals. Zamboni improved De Luce's pile by sealing one side of the paper A diagram showing three views of a voltaic pile. Left: A top view showing two layers of zinc and copper plates. Middle: A side view showing the layers stacked vertically. Right: A cross-sectional view showing the layers within a glass tube. disks with this substance, mixed with sulphate of zinc, and the other side with tin foil. These piles are capable of developing sparks across a space or air of one-sixteenthth of an inch, and also of producing chemical decomposition. A summary diagram of battery, which is merely a modification of Cruikshank's, is represented in Fig. 1224. It consists of a wooden trough divided into separate compartments containing the exciting fluid, into each of which are suspended a zinc and a copper or a silver and a platinum plate, from a ELECTRO-GALVANIC AND THERMIC BATTERIES. 569 horizontal wooden beam, the opposite elements in each compartment being connected together. The beam slides in vertical grooves in posts at the end of the trough, by which means the plates may be raised out of or lowered into the liquid. They may also be easily removed from the beam and placed on a horizontal surface, so that they may be examined without removing them from the plate which are not of pure metal; and, it not being practical to procure this, the operation of disassembling and reassembling the plates is rendered unnecessary. The plates are made of copper, or some other metal, and are covered with a thin layer of zinc, which is deposited upon their surfaces by electrolysis. The zinc is deposited upon the zinc plates, which are then immersed directly and brought to the surface, where the action of the acid is confined. In more unamalgamated zinc plate galvanization takes place, forming a thin coating of zinc upon the surface of the plates, which is sufficient to prevent the action of the acid. A sheet of copper, or a similar metal, is used as a great metallic surface. A large sheet of size of hundred squared feet of surface, and a sheet of zinc, or other metal, is immersed in a great metallic surface. A large sheet of size of hundred squared feet of surface, and a sheet of zinc, or other metal, is immersed in a great metallic surface. Here's Defagrator, Fig. 1238.--A powerful form of battery for heating purposes, in consequence of the immense quantity of electricity it generates, was constructed by Prof. Blaise of Philadelphia, consisting of two parallel cylinders containing a great metallic surface. A large sheet of size of hundred squared feet of surface, and a sheet of zinc, or other metal, is immersed in a great metallic surface. A large sheet of size of hundred squared feet of surface, and a sheet of zinc, or other metal, is immersed in a great metallic surface. The Electrode Element. Fig. 1237.--A glass or carbon vessel set $A$, containing dilute sulphuric acid, receives a cylinder $B$ containing strong nitric acid, and in which there is enclosed a stopper $C$, which contains a small quantity of potassium permanganate solution. This solution is intended to endure the force of the nitric acid, which will dissolve it and produce potassium permanganate acid. The electromotive force is 1.905 volts. The Electrolyte Element. Fig. 1238.--A glass vessel $D$ containing dilute sulphuric acid and Galvani is composed of a prism of charcoal which contains suspended ice from its pores, and a small amount of potassium permanganate solution in the stopper, in the under surface of which is fixed the electrode $E$. The reaction between the charcoal and the exciting liquid. The reactions are the same as in Leclanché's cell (see page 560). In electrostatic power is as 13 to 10 of the sulphate-iron battery, and it is thus well adapted for industrial purposes. The Daniell Improved Element. Fig. 1239.--A one-cylinder cell $F$ surrounded by a single cylinder $G$, containing dilute sulphuric acid; $H$, attached to the copper wire $I$, connected to the side cylinder of the next cell. At the upper part of the copper sheath $C$ is fixed an iron ring $J$, through which passes an iron rod $K$. The glass vessel and porous cup of each cell is filled with water, and the crystals of molten salt are placed as stated. Adapted for electro-deposition, gilding, silverying, electro-magnets, and heating purposes. The Simonis-Baum Element. Fig. 1238.--A glass vessel $L$, glass tube $M$, perpendicular copper plate bent in $N$, wire attached to it; $O$, thin partitioned disk; $P$, diaphragm in place of partition; $Q$, glass tube; $R$, glass tube; $S$, glass tube; $T$, glass tube; $U$, glass tube; $V$, ring; with clamp. Inner glass cylinder filled with crystals of sulphate of mappar and water poured on it. Outer glass cylinder filled with water and crystals of potassium chloride and sodium salt. Quite constant, cheap, owing to prevention of chemical consumption of zinc and copper. And very useful for electro-deposition. The Middagor Element. Fig. 1239.--A glass vessel in which placed cemented small glass vesel surronded by zinc disk Z inside coverd at coverd by copper sheet E, to which insulated A diagram showing an electrochemical cell setup. 1238 1239 Google 570 ELECTRO-GALVANIC AND THERMIC BATTERIES. copper wire is closed. Mouth of vessel closed by wooden plate, which receives glass cylinder $A$, having an opening below. This is filled with sulphate-of-copper crystals. Large vessel filled with diluted solution of zinc. Talcum for long duration a current of moderate but em- gnant strength is required, and especially so when the battery is used for sending telegraph, and electric bells. Electromotive force same as Daniel's. Copper plate $B$ is placed on top of the glass jar, and a copper plate is placed at bottom. Jar filled with saturated solution of copper and a A diagram showing the construction of a galvanic cell. dilute solution of sulphate of zinc. The difference in the specific gravity of the two solutions causes them to separate at once and become separated into the jar, the sulphate of copper coming down the lower and the sulphate of zinc the upper portions. Does not have the electromotive force shown in Fig. 1283, because it does not contain a large quantity of zinc. An improvement on this form of battery has been devised by Edison, and is extensively used in telegraphs in this country. The modification consists in preventing the diffusion of the two liquids through each other by placing the copper element on top of a large quantity of the crystals of sul- phate of zinc, which are suspended in water, and then covering all over with a layer of dilute solution of copper. Edison's Element is constructed on the gravity principle, and works constantly for some months if care is taken to replace water lost by evaporation. It consists of a glass or cardboard vessel $E$, in which is placed a layer of zinc crystals, and another layer of crystals of sulphate of copper. The whole is then filled with water, and the zinc cylinder immersed in it. The lower part of the liquid becomes saturated with sulphate of copper. The action of the battery is thus similar to that described above, except that the lower part contains a solution of the sulphate of copper owing to its lower density. No Hessian's Element can be constructed of a containing vessel of sheet lead, in the bottom of which is placed 6 lb. of sulphate of copper. This is covered with a layer of zinc powder, which is kept moist by being sprinkled with water every day. The whole is partly filled with soft water, or for quick action with a solution of sulphate of zinc. Resinous coverings give strong currents for three months to a year. Internal resistance low, allowing easy working under ordinary conditions. The Hessian Element, Fig. 1284.--This consists of a carbon cylinder, open at the bottom, placed in a barrel-shaped vessel made from sheet lead or wood, and closed at the top by a wooden cover cylinder closed at the bottom. A ring is closely laid around the upper part of the carbon cy- linder, such as to hold it in place while it is being charged. The vessel contains concentrated phos- phoric acid, and the glass vessel with concentrated nitric acid. The zinc cylinder, belonging to the next element of the battery, hangs in the porous cup filled with sulphuric acid. The positive element, like the Hessian, develops a very powerful current, but it involves a heavy dolomite gas. The nature of this gas makes it necessary to use only one positive element at a time. When power is in use, in which a solution of bicarbonate of potash and sulphate acid takes place at the zinc side. The Green Element, Fig. 1285.--This has a bottle-shaped cell, containing a mixture of 2 parts lead acetate and 1 part nitrate; it is kept hot, and 1 part of sulphate acid is added to it daily until it becomes warm enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until it becomes cold enough to allow passage through it; then it is allowed to cool again until它 ELECTRO-GALVANIC AND THERMIC BATTERIES. 571 Filled with a coarse-grained mixture of the metallic form of precipitate of manganese and carbon from gas retorts. The -- is made of an amalgamated zinc rod. Both poles stand in a diluted solution of sal-ammonia, which is poured into the outside glass vessel. There is no waste of material when the battery is charged, because the zinc is deposited on the positive plate, and the carbon remains to remain untouched for months without losing power. It is well suited for a telegraph-wire not in constant use, and worked upon the open circuit plan or for electric bells. It is not suitable for permanent currents or local circuits, because when placed in short circuit it polarizes very rapidly and loses power. Electro-motive force 1.44. At the bottom of the vessel, Fig. 1386.--The zinc stands in pure water, and the carbon in a paste of molten protoplasmate of mercury in a porous cup. While this makes a powerful battery for local purposes, it is not adapted for long-distance transmission work, owing to the slow solubility of the salt. Electro-motive force, 1.384. The second form of compound battery consists in the negative plate, which, instead of being of one material, is constructed of three different metals soldered together, as shown in Fig. 1387. The first plate is made of copper; the second plate is platinum; this platinum is backed by and soldered to a plate of sheet lead; behind this again is a plate of copper backed by a fold of the first lead plate doubled on to the back of the copper. The lead and copper are soldered together at their edges. The arrangement will be understood from Fig. 1388, in which A represents a vertical cross-section of the compound nega- tive plate, B a horizontal cross-section of the same, C a side view of the same construction. Each cell consists of a central zinc plate placed between two of the compound plates, as shown at D. The positive pole consists of a large plate of lead, which is kept in contact with the boiling water, to which is slowly added when cold 1 pint of strong sulphuric acid. In the pneumatic form of the compound-plaque battery the exciting solution is kept in a state of mechanical agitation by means of a stirrer, which is driven by a small motor attached to the bottom of the cell, where it turns at right angles, so as to lie in a horizontal position underneath the plates. When the solution becomes exhausted it is replaced by fresh solution injected into the cell, which, rising in the form of bubbles between the plates, keeps the solution in violent agitation, washing off from the plates bubbles of hydrogen which otherwise would collect, and leaving fresh fluid being continually brought into contact with the plates. The position of the air-bubble is shown at B and C; leading to a small head-pump or blowers. A battery of 10 cells has been used to incandesce no less than 26 inches of steam plumb wire (No. 14 B. W. G.), but it was found that this was too great an amount for any practical purpose. This battery has been tried with Mr. Spottiswoode's 18-inch induction coil, which was capable of charging its fullest extent, giving sparks in air 18 inches in length while the air was being A diagram showing a galvanic cell with two electrodes submerged in a liquid electrolyte. 1385 A diagram showing a galvanic cell with two electrodes submerged in a liquid electrolyte. 1386 A diagram showing a galvanic cell with two electrodes submerged in a liquid electrolyte. 1387 A diagram showing a galvanic cell with two electrodes submerged in a liquid electrolyte. 1388 572 ELECTRO-GALVANIC AND THERMIC BATTERIES pumped in, but which fell to 8 inches when the electric supply was cut off. Mr. W. H. Freer, C. E., has determined that the greatly increased current is due partly to the diminution of resistance in the component plates, and partly to the increase of resistance in the liquid itself caused by the passage of the current through it, and partly to the production of a chemical action between the zinc and copper. Chemical affinity between the molecules of the solution, reduces its resistance. Mr. Freer's experiments have thus led him to the conclusion that the power generated by a galvanic cell is not only due to the chemical affinity for chemical, for by mechanical agitation it removes hydrogen from the negative plate, as well as the oxygen from the positive plate, and this is sufficient to keep up a constant flow of electricity. The fresh acid comes into contact with the zinc, thereby assisting its consumption, and by the generation of heat which is produced by the solution, and again aids the acid in dissolving the zinc. (See *Pleasure*, xxv., 417-413.) **Freer's Portable Battery.—Mr. Trowell has devised a simple and cheap form of portable battery similar to that used by Mr. Freer. It consists of two brass plates, one of which is made of copper, and the other of zinc. The former is composed thus: Between two disks, one of copper, the other of zinc, are placed a number of round pieces of copper wire, each about half an inch long, and these are connected with each other half with mithale of zinc. The elements are arranged for tension in a case of hardboard encased in a wooden box. When the apparatus is to be used, the elements are immersed in water, which, absorbed by the paper, dissolves the sulphate of copper and sulphate of zinc, producing the electrical action same as in a galvanic cell. The zinc is consumed at a rapid rate, and so is the copper; but while it suffices to immerse it once in half-a-pound-of-copper solution, since the sulphate of zinc is continually being produced, it will last for several days without renewal. The Magneto-battery is essentially the same as the Grove battery, except that it has a place of iron instead of a place of copper. This battery is called an "Iron-Battery." Earth Batteries—These are simply voltaic cells in which the layers of insulated cloth etc., are replaced by a layer of earths. Layers of copper and zinc have been buried beneath similar layers of earths. The earths are kept moist with water. The con- struction of such earth batteries, easy and simple as it appears to be, has never become a useful practice, because they do not produce any appreciable amount of electricity. In order to make them work and renew them after a while, they thus to dig out the entire zinc plates in order to replace them by new ones; but this process is very expensive and time-consuming. The earths must be kept moistened, as well as renewed; so that once the zinc plate has only been sunk a foot or more below ground level; then at any time, if the current becomes weak, they may be easily replaced by a fresh one, while in place of earths we could use any material which can be made into plates; for example, lead. In this form this battery is however, the unavoidable total lack of intensity; as the latter quality depends on the quantity of metal present in proportion to its surface area; therefore even though we have buried several plates in equal depth into earths, their combined surface area will not be sufficient to produce any appreciable amount of electricity. If we had buried several plates in equal depth into earths, their combined surface area will not be sufficient to produce any appreciable amount of electricity. If we had buried several plates in equal depth into earths, their combined surface area will not be sufficient to produce any appreciable amount of electricity. If we had buried several plates in equal depth into earths, their combined surface area will not be sufficient to produce any appreciable amount of electricity. Carbon-consumption Element.—It has been stated as probable that when the discovery shall have been made that carbon can be used as an electrode material for voltaic cells, it will be found that carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although carbon alone will not suffice; for although碳 ELECTRO-GALVANIC AND THERMIC BATTERIES. 573 Gas and Secondary Batteries.—In the electrodes of water or any body which causes oxygen to be evolved at one electrode and hydrogen at the other, a thin film of gas becomes attached to each plate, having sufficient electromotive force to send a current in the contrary direction when the battery is connected with a circuit. The plates are then called positive and negative, and the products of the process, or positive plates, are called continuous currents; and upon this principle Prof. Grove constructed his first battery, which he termed the "Grove's cell." Two glass tubes, 10 inches long, closed at the top, each contain a strip of platinum wire, 1 inch wide and 1 inch thick, lying on the bottom of the tube. The surfaces of the strips present the metal in a very different state from that in which it is found in nature. They are closely sealed and filled with dilute sulphate acid, and charged with a solution of potassium nitrate. The platinum strips are then immersed in the liquid in the vessel $a$. The platinum strips are thus meta- nected by means of a secondary battery, and by electricity hydron is collected in one tube while oxygen is evolved in the other. By removing the battery and connecting the platinum strips with a voltaic pile, or by inserting a piece of platinum tetroxide, or iodide of potassium, a current will flow from the positive to the negative plate. This current is greater than that produced by the battery used in evolving the gases, which shows that the action of the battery is not due to its own chemical properties but to those of oxygen and hydrogen, the by-products as fast as they are formed. Batteries of this kind may be made by filling two glass tubes with a solution of potassium nitrate and dilute sulphate acid, and closing them at both ends with pieces of moistened cloth. After passing for a time a current through these tubes, a deposit of platinum will appear on one plate and a deposit of silver on the other. The plates can be separated by cutting off one end of each tube with a file or knife, and then pulling out the platinum strip. A second plate can be obtained by cutting off one end of each tube with a file or knife, and then pulling out the platinum strip. A second plate can be obtained by cutting off one end of each tube with a file or knife, and then pulling out the platinum strip. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it is no longer able to be reduced by the current. When this condition is reached, the current is cut off, and the apparatus is allowed to stand for several days; during which time it will continue to evolve oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it is no longer able to be reduced by the current. When this condition is reached, the current is cut off, and the apparatus is allowed to stand for several days; during which time it will continue to evolve oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it is no longer able to be reduced by the current. When this condition is reached, the current is cut off, and the apparatus is allowed to stand for several days; during which time it will continue to evolve oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it is no longer able to be reduced by the current. When this condition is reached, the current is cut off, and the apparatus is allowed to stand for several days; during which time it will continue to evolve oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it is no longer able to be reduced by the current. When this condition is reached, the current is cut off, and the apparatus is allowed to stand for several days; during which time it will continue to evolve oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it is no longer able to be reduced by the current. When this condition is reached, the current is cut off, and the apparatus is allowed to stand for several days; during which time it will continue to evolve oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it is no longer able to be reduced by the current. When this condition is reached, the current is cut off, and the apparatus is allowed to stand for several days; during which time it will continue to evolve oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it is no longer able to be reduced by the current. When this condition is reached, the current is cut off, and the apparatus is allowed to stand for several days; during which time it will continue to evolve oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it is no longer able to be reduced by the current. When this condition is reached, the current is cut off, and the apparatus is allowed to stand for several days; during which time it will continue to evolve oxygen and hydrogen. The evolution of oxygen and hydrogen continues until all of the chalcopyrite has been reduced to copper. At this point, however, there is no longer any current available for evolution of oxygen and hydrogen. The apparatus is arranged by a disk of chalcopyrite, upon which are fixed two contact pieces in connection with which is placed a glass tube containing a solution of potassium nitrate and dilute sulphate acid. The current is passed through this solution until it has been reduced to a state in which it 574 ELECTRO-GALVANIC AND THERMIC BATTERY consisted of a flattened wire of silver and a rod of zinc. At one end of the silver a cylinder of chloride of silver was cast. In order to prevent contact between the rods of zinc and chloride of silver, the latter was covered with a layer of lead, which was itself covered with a paste made of vegetable pitch. The cell was a glass tube, the stopper a cork saturated with paraffin. Length which a rod of non-aluminized zinc was inserted. The existing liquid was a mixture of 13 grams of potassium nitrate and 100 grams of water. The length of the zinc rod varied from various numbers of these elements, its length was found to be the direct ratio of the square of their number as follows:
No. of cells Striking distance No. of cells Striking distance
600 0.008 inch. 1,800 0.048 inch.
1,200 0.012 2,400 0.032
These are very nearly the squares of the number of cells. As the experiment carried further, it was found that the striking distance probably increases in far greater ratio. Taking as basis the space with 600 cells or 2,012 cells, the investigator points out that a unit of 1,000 such cells would give a speed of $$\frac{600^2}{1,000} = \frac{36,000}{1,000} = 36$$ feet per second (or 1.2 meters per second). By means of this method, it is possible to obtain flashes of lighting, not only in distance but in quantity. With 5,846 cells sparks were obtained over 139 and 140 feet, and other phenomena were noted, which will be found described in detail in the reference work on this subject. An excellent series of lectures on the voltaic battery by Dr. Gladstone, F.R.S., appears in the "Popular Science Monthly" for January and February, 1879. The following is an abstractical view of his lecture on "The Voltaic Battery." I. Two metals are connected together -- Whether they be pieces of silver metal be connected together and the parts not joined be passed through the whole circuit. The direction which the current takes is always reversed if, instead of being heated, the place of contact of the two is changed. In the following diagram (Fig. 1243) A represents two pieces of silver metal connected together by a piece of wire. When the hand is held at the point indicated by A, the current passes through the point of contact from one above to the one below. 1243
Bismuth 8. Manganeze 22. Platinum (3).
Nickel 9. Mercury 23. Platinum (4).
Cobalt 10. Mercury 24. Steel.
Palladium 11. Lead 25. Iron.
Platinum (1) 12. Tin 26. Arsenic.
Uranium 13. Platinum (2) 27. Antimony.
Copper 14. Silver 28. Magnesium.
In experimenting with thermo-electric batteries formed for plates of bismuth and antimony, the bismuth being feasible at a low temperature, a very moderate heat must be applied. For this reason German silver is used as a conductor for the passage of electricity through the plate or wire of a red-hot iron, which will melt the bismuth. To enable us to test the effect of plates or wires of a thermo-electric battery more compact, they are laid side by side, as shown in Fig. 1243. They are insulated from each other by pastedonum, except at the ends where the respective plates of bismuth and antimony, or of German silver and copper respectively, are brought into contact with each other by means of a piece of lead. A more perfect thermo-electric battery is commonly constructed as in fig. 1244, consisting of 80 pairs or groups of two cells each placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each of bismuth and antimony, and one piece each of german silver and copper; all eight pairs being placed in parallel and arranged so that each pair consists of one piece each ELECTRO-GALVANIC AND THERMIC BATTERIES. 575 exhibiting various electro-magnetic phenomena which a galvanic battery is commonly used to exhibit, and also to give shocks and sparks. The mechanical forces brought into action upon the needle of a galvanometer by slight disturbances of its position are sufficient to cause an electric discharge when by the exposure of Nobili and Melloni. The thermo-electric battery employed by them consisted of 80 small bars of bismuth and manganese amalgamated with copper, and connected in series. The arrangement of these bars is shown in Fig. 1343. To facilitate the radiating and inhibiting properties of the two extremities of the bundle of bars, the conjoined ends are all blackened. The extension of the circuit are terminal by means of two copper plates, one at each end of the bundle, and are soldered together alternately at their extremities. The whole is enclosed in a glass tube, and filled with oil, so that the heat produced by the oil towards the galvanometer $a$ m, Fig. 1343, in the same manner as the copper and zinc plates of a voltaic battery, is conducted through the oil to the galvanometer $a$. In the position of the instrument indicated in the figure, it is intended to denote at $p$ the blackened end of the bars of the thermo-dynamic series, heated by a lamp with a reflector. The dotted lines represent the surrounding air, which is supposed to be at rest. At $q$, on the other hand, the blackened end of the bar $p$ remains the same as that of the surrounding air. The heat of the lamp is thus conducted through the oil to the galvanometer $a$, and causes it to move in one uniform direction in a closed circuit through the conducting wires soldered thereto, and through the coil in proximity to the galvanometer needle, which is thereby swung around on its pivot. To prevent local disturbances of the needle by currents of air, the galvanometer is suspended from a wire which passes over a pulley at $r$, and is attached to a weight $s$. As $e$ is a movable screen, designed to intercept the propagation of heat from the lamp when an experiment is suspended. The least radiation of heat from a lamp, or from the bodies of living animals, A diagram showing a galvanometer with a needle pointing upwards. 1364 A diagram showing a thermoelectric battery with a needle pointing downwards. 1365 A diagram showing a thermoelectric battery with a needle pointing upwards. 1366 576 ELECTRO-MAGNET. pressed before the aperture of this instrument, causes the needle of the galvanometer to move around on its pivot. This thermo-electric battery, taken in connection with the appended galvan- meter, constitutes a far more sensitive test of the approach of a current than does the dilatometer thermometer. The approach of a person within 30 feet of the source of heat is thus made known by the deflection of Nobili and Mellet's barometer. The only other means of detecting the presence of bodies of insects, of phosphorescent wood, burning coal, etc., was then detected. Nieuw Archief, Fig. 1241, consists of two copper cylinders 1 inch long and three-eighths of an inch thick, each having about 584 pieces of zinc and 524 of copper. The zinc and copper are stout German silver wire as the negative element. Twelve of these cylinders are connected in series, forming a concentric circuit. The positive force of one Daniell cell, or 90 volts, is applied to one end of the Bunsen's elements. The resistance of the resistance wire is so great that no appreciable current flows through it. To protect the German silver wire from being corroded by the zinc, it is enclosed in a large blackened sheet of thin paper. 1908. With a great external resistance, such as 2000 ohms, one can detect the presence of a person within 30 feet without any difficulty. With a small external resistance, 200 ohms, one can detect the presence of a person within 10 feet without any difficulty. The resistance of one Daniell cell is 90 volts. The construction of a few elements is shown in the figure. The junctions of the elements are made by soldering them together with a small piece of tin. To prevent the German silver wire from being corroded by the zinc, it is enclosed in a large blackened sheet of thin paper. 1908. The two cylinders are made of copper and have their ends covered with a thin layer of lead alloy where the space against which they are pressed is narrow. In order to make the paste between the cylinders better mixed, they are fused with iron sand at a time when they are hot. The temperature at which they are heated must be below 100 degrees centigrade. The usual form of the apparatus is shown in Fig. 1242. It may also be used either as by 3 or as by 4 or as by 5 and 6. In all cases, however, we refer to the other of those arrangements as the positive-transistor, which does not re- quire cleaning. The current attainable in this apparatus is very small compared with that from the single series decomposes water vapor and produces a small amount of gas which escapes into the air and replaces carbonic acid in a large electrostatic cell. Fig. 1248 represents a small Clamson's Pulso, connected for intensity. Iron plates are placed between two glass plates, separated so as to present many registering angles. These plates are made so that, as the latter heat up, it expands more than the former plate and presses itself lightly into the angle. The couple are made of an alloy of zinc and anti- mony (about equal parts) and enclosed in cans, which are each composed of the "inner" and "outer" halves joined by collar of asbestos. The apparent form of these plates is shown in Fig. 1249. with asbestos, and housed by means of a perforated pipe of refractory clay. The gas burned in the annular space between the tube and bars. The consumption of gas is said to be 1 cubic foot for each volt passed through it for each second. ELECTRO-MAGNETIC INDUCTION.-The electro-magnet is formed by wrapping about a core of soft iron numerous turns of moderately thick and well-insulated copper wire. The core is gener- ally bent into an oval shape and then inserted between two parallel plates so that it covers both ends of two half-turn cylinders to a stout flat iron. It can be formed by very pure iron, but is made perfectly strict by the most careful annealing after the bending (if it is bent) has taken place. It is possible to obtain from this apparatus an electromagnet which will retain a portion of its magnetism after the current ceases. The wire is insulated with silk or cot- ton, and is cooled chiefly along the two extremities, such a way that to an observer looking upon ELECTRO-MAGNET. 577 the poles it appears to be wound in opposite directions upon them. On sending a current through the wire, the electro-magnet becomes magnetized, breaking contact with the battery, it loses its magnetism at once. The power of the electro-magnet is enormously greater than that of any other known electromagnet, and is equal to that of a large electro-magnet. It is stated by Dr. Joule that he has constructed a small electro-magnet, by arranging the coils to advantage and proportioning the wire of the core and the thickness and length of the wire, which will carry 3,000 times its own weight. Fig. 1250 represents a simple electro-magnet which may be made of a piece of wrought-iron pipe 8 inches long, 1 inch in diameter, and 1 inch thick. The iron is bent into a U-shape, one end being in fire, wind with cotton-covered wire in the direction of its length. It is superior to the ordinary form of magnet in its great power, arising from several causes. The poles are close to one another, A diagram showing two U-shaped iron bars connected by a wire. er and have large surface, and, from their proximity, the part of the wire in the interior of the tube react on both poles, thus utilizing the battery power to the full. An electro-magnet has been made by Mr. John Faulkner which is constructed in the ordinary way, with the exception that instead of having a single bar as that portion of the bar or bar which projects beyond the plate. This tube has five rods, so that a plate or kept placed over each rod, and these plates are connected together by a copper wire (see Fig. 1251). In this arrange- ment, the same being confined to the space in front of the open end of the tube, and it is said to produce a powerful magnetic effect. The ratio of those remaining powers seems to depend on the relative diameters of the bar and tube ; the larger the bar in proportion to the tube, the greater is the difference. (See Telegraphic Journal, p. 1.) An electro-magnet has been devised by Mr. J. S. Cannochea Havana, Cuba, in which each limb is formed of three tubes, each containing a copper wire wound around it. The outer tube contains three remaining 7. The interior diameters of the tubes are respectively 48, 76, 106, and 127 mm. Each of these tubes contains a copper wire wound around it in two layers with 380 turns each layer, forming on the three inner tubes 2 complete layers with 180 turns, and on the outer tube 7 layers with 630 turns. The copper wire on each tube is coiled in the same direction, passing at its A historical illustration depicting an early telegraph office with people gathered around. end across the armature of the magnet, and uniting them therefore in the natural order so as to form a single conductor, through which the current from the battery may travel, magnetizing each tube and endowing them all with magnetism of an equal nature. The length of the limbs of the magnet is about 2 feet; they are supported by a frame which is suspended from a pole about 800 meters in length. Repeated experiments (see Revista de Telegraphia No. 18, September 12, 1874) have 57 578 ELECTRO-METALLURGY. shows that magnet requires the current produced by 7 bichromate-of-potash elements, and its power of attraction at a distance of 2 mm. is more than 300 kilos. An electro-magnet of the self-assembly construction, of equal outer diameter, and placed in the same conditions, supports only 11 kilos, or less than one-tenth part of the former. The larger electro-magnet yet constructed (1879) is in the possession of the Institute of Technology, London. It consists of two iron cylinders, each 6 inches in diameter and 12 inches long, on 8 braze hoops, each 84 inches high by 114 inches external diameter. The wire weighs 600 lbs., and has had no loss since it was first put up. The current used to produce the magnet is 100 amperes, and measures 4 inches in diameter by 3 feet, 3 inches in length. The lifting force of this magnet is in the neighborhood of 40 tons. A good idea of its comparative size can be obtained from Fig. 101. *Form of Electro-magnet.*—The strength of an electro-magnet depends upon three things: 1. The Wire. When the current is of equal strength, the strength of the magnet increases with the number of turns. 2. The Core. When the core is made of soft iron, the free magnetism is directly proportional to the number of turns. The stren- ess of a piece of soft iron is inversely proportional to its thickness. Hence when a piece of soft iron is used as a core, the magnet will attract a bar of soft iron with a force proportional to the square of the product of armature and strength and number of turns of the core; or another magnet, with a force proportional to the sum of the products of armature and strength and number of turns of both cores. The core pole is always at the end where the current flows from the carbon or supply of a battery enters a single leaded wire which passes through a hole in the center of the core. In order to obtain a good result, the observer has the current flowing in the direction of the band of a watch, is at his side, so that he can see it easily. The strength of an electro-magnet is proportional to the strength of current passing in the coils; between two magnets, the attraction is proportional to the square of the strength of the current. 3. *Action of an Electro-magnet.*—When a piece of soft iron is placed near an electro-magnet, it is attracted towards it; but when it is placed away from it, it is repelled by the centre with a force proportional to the essential current of the coil; and the force with which it is attracted or repelled varies directly as the square root of its distance from the coil. This law holds true for any coil whatever, whether it be a coil with uniform current and number of turns of the coil. 6. *The Core.* The free magnetism, together things being equal, is inversely proportional to its thickness. Hence when a piece of soft iron is used as a core, the magnet will attract a bar of soft iron with a force proportional to its length or length times its width times its thickness. The magnetism is the same whether the core be an iron bar or a hollow iron cylinder or any other shape. For those who wish discussion of the laws of electro-magnetism, and also all those who have been interested in experiments upon this subject, I refer them to "The Electrician," No. 259 (July 25th), page 259; "The Electrical Engineer," No. 259 (July 25th), page 259; "The Electrical World," No. 259 (July 25th), page 259; "The Electrical Review," No. 259 (July 25th), page 259; "The Electrical Journal," No. 259 (July 25th), page 259; "The Electrical Magazine," No. 259 (July 25th), page 259; "The Electrical Engineer," No. 260 (August 1st), page 260; "The Electrical World," No. 260 (August 1st), page 260; "The Electrical Review," No. 260 (August 1st), page 260; "The Electrical Journal," No. 260 (August 1st), page 260; "The Electrical Magazine," No. 260 (August 1st), page 260; "The Electrical Engineer," No. 261 (August 8th), page 261; "The Electrical World," No. 261 (August 8th), page 261; "The Electrical Review," No. 261 (August 8th), page 261; "The Electrical Journal," No. 261 (August 8th), page 261; "The Electrical Magazine," No. 261 (August 8th), page 261. ELECTRO-METALLURGY OR GALVANO-METALLURGY, is the art of separating metals from their chemical compounds by means of electricity applied to them in various forms by the agency of dynamic electricity. Its principal divisions are electrometallurgy and galvanometallurgy. Electrometallurgy.—In electrometallurgy we use metallic plates immersed in a solution containing metal ions suspended in water or some other liquid upon which they are deposited. Galvanometallurgy.—In galvanometallurgy we use metallic plates immersed in a solution containing metal ions suspended in water or some other liquid upon which they are deposited. General Methods of Depositing Metals.—There are various methods which either have been or are still employed in depositing metals from their solutions for practical purposes, and they may be divided into four classes:— I. By depositing metals from their solutions by electrolysis. II. By depositing metals from their solutions by electrolysis followed by mechanical action. III. By depositing metals from their solutions by electrolysis followed by mechanical action without any mechanical action. IV. By depositing metals from their solutions by electrolysis followed by mechanical action without any mechanical action except that required for removing impurities. In presenting these articles we have not done with only one method but have included all four methods under consideration. There are many ways in which deposits may be formed on surfaces by electrolysis and currents may be passed through solutions containing metal ions suspended in water or some other liquid. In forming the current in liquids in the same manner as that in which they are deposited is effected it is most frequently employed when the metal to be coated is small, and when time is not very important. A solution containing metal ions suspended in water may be prepared by dissolving metal salts such as copper sulphate or silver nitrate in water until half filled with a solution of sulphate of copper $S_1$; in this place the earthed vessel $P$, with its shielded terminals $T_1$ and $T_2$, connected with an electric battery $B$. The current may be passed for, when we desire to make an electro-metallurgy, it is only necessary to place one or more pieces in the vessel containing this solution and allow them to remain there until they become covered with metal deposits; any number of such pieces may be placed in one vessel provided they can reach into it sufficiently far to come into contact with each other and with all parts of its surface within easy reach; but it has the advantage of allowing the model to be placed vertically, in which position it can be easily seen how many pieces have been deposited on each side at each stage; then it can be turned over reversed for a water-tank, a tank, or even a lake naturally impregnated with sulphate of copper, would answer. Page Number ELECTRO-METALLURGY. 579 There is another form, where bladder takes the place of the vessel vessel, and where the partition of the case is horizontal. Here, the outer vessel, Fig. 138, which is square, is made of wood, coated internally with cement; on one part of the edge of this piece of brass it is fixed, in which are two holes bored through to the interior of the vessel. The other end of the brass is placed at the interior of the trough a movable shelf of mahogany is placed, on which is supported a glass con- tainer filled with water. The solution of metallic salt is poured into the outer vessel, and a piece of bladder tied over the rim, and this forms an outer cover similar to the porous tube in the former apparatus. It, in like manner, contains the acid and zinc; the latter being connected by a screw to the bottom of the vessel. In every single-cell apparatus, the solution of metallic salt should be maintained in the required degree of saturation. If it be too dilute, so that only a few crystals will be formed; or if these crystals are allowed to sink to the bottom of the vessel, they will not answer the intended purpose of supplying zinc to the surface. On the contrary, if it be too saturated, so that all but a few of their metallic salt rise to the surface, while the saturated parts remain in contact with the crystals at the bottom, thus preventing their solution. This difficulty may, however, be readily overcome by placing a small quantity of mercury in the bottom of the vessel; this will prevent any portion of the saturation of the fluid will be insured. An apparatus for producing silver by means of a permanent battery, especially adapted for quick and silver-plating, is represented in Fig. 134. The exterior part is of earthenware, the inside one of glass. In this apparatus there are two cells. The upper one is called a "batter," and consists of a perforated par through the bottom is a copper rod $d$, attached to a copper plate upon which rests an amalgamated zinc plate. The lower end of the copper rod $C$ is immersed in mercury contained in the box or 138 134 138 trough $B$. The lower end of the copper rod $C$ also enters the mercury, while its upper extremity is bent over to sustain the article to be plated. The battery is set in an ordinary wooden bench, so that it can be easily removed when necessary. The battery consists of two cells connected together for use, and there being no acid, it is free from smell. It is unaffected by the weather, and is stated to be safe for plating in large quantities. The inner jar contains the crystal and some sal solution. Each cell consists of a paraffin case in which a solution of silver nitrate is kept outside the bath containing the solution to be decomposed. This is shown in Fig. 135A. The object $N$, on which precipitation is to take place, is connected with the side of the battery $Z$, while a piece of glass $M$ serves as a cover for it. The solution is kept in a separate container $O$, and referred to as compound with reference to the bath, according as latter contain one or many cells. See Fig. 134A for details. The battery consists of two cells connected together as shown in Fig. 136A for one- pound-cell bath. In this latter case the bath is divided into separate cells like those of a trough battery (see Fig. 135). Each cell contains a small amount of silver nitrate dissolved in water. This arrangement requires the addition of electromotive force to the battery, and is moreover found not to be so manageable or economical as the simple-cell system. It is important in this apparatus that each cell shall contain exactly equal amounts of silver nitrate; otherwise they will not act the same strength, in order that the metal of the same quality should be reduced in each cell. Another form of apparatus for producing silver by means of a battery is shown in Fig. 137A. A glass vessel $N$ contains a solution of silver nitrate dissolved in water; on one side and copper plates in dilute sulphate acid; Bene's, Dullmer's, Burrell's and Grove's (See Electro-Gal- vanic Apparatus). In this apparatus there are two cells connected together as shown in Fig. 137B; each cell contains a small amount of silver nitrate dissolved in water; on one side and copper plates where a large quantity of electricity and long-continued action (as it deposits copper and silver) are required, because its electromotive force is small; its action (after once it has commenced) is toler- 580 ELECTRO-METALLURGY. ably uniform, and large plates and considerable bulk of exciting liquid may be conveniently em- ployed. Since it is suitable for similar cases, where only a small quantity of electricity is required, because large plates of platinum are used, and because the current is conducted through the liquid by means of plates, as well as by a full curve and uniform action until nearly exhausted of acid. It contains zinc and tin in plated platinum plates, extending to about one-third the depth of the used. Platinum is used as the anode, these plates being connected to the end, and work better than the battery. They are not so liable to get fouled as the silver-plated and platinum plates previously described. The current is conducted through the liquid by means of plates of platinum, which are connected to the ends of the battery trough from 10 to 20 quarts of water and then a quart of sulphate acid, stirring well with a piece of clean board. In Fig. 1397 it represented the construction of an improved battery of this type made by Mr. J. H. Bunsen, who has been able to obtain a very good result with this type and leakage is guarded against by cement and a filling of an insoluble hydrocarbon substance. Bunsen's battery is the best in cases where the resistance of the solution is high, but it is not neces- sary. Grove's and Bunsen's are the best batteries for ordinary work, but they are still greater, and an occasional current of emuls- i-able electrovomous force, but not of long duration, can be obtained by gliding over a plate, or by preparing for gliding (c. b.), brewing up, or im- purity in the solution, or by adding a little hydrosulphite acid. In all those batteries the strength varies from 1 to 2 amperes per volt, and the weight varies from 1 gramme of acid and 50 grams of water to 1 gramme of acid and 100 grams of water. The most strength with batteries such as Grove's and Bunsen's is 20 or 25 is a very good proportion. The amount of power that sometimes used for electro-arc-lighting. It is stated that a Channel battery (see ELECTRO-GALVANI BATTERIES), which consumes 16 litres of gas per hour, is capable of delivering a kilogramme of copper at a cost of 6 cents. Magneto-electric machines are also largely used for the production of current for electro-dissipation. Description: A magnet is placed between two flat circular plates, each having a hollow in its centre. The wire is driven into a speed of about 2,500 revolutions per minute, has caused the deposition of 20 centimes silver on one plate and 10 centimes on the other. This was done by Mr. W. H. Wicks, Esq., in his article in "Philosophical Magazine" (June, 1879) in which he deposited 44 cents' worth of silver on one plate and 24 cents' worth on the other. The same machine was used by Mr. J. H. Bunsen in his experiments on electrolysis (see Philo- logical Journal). The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from 1 to 2 gramsme per revolution. The weight deposited on each plate varied from ELECTRO-METALLURGY. 581 are rods supporting the anodes or metals to be deposited, and also the work to be plated. It is usual to pour into tanks containing the nickel solution, a quantity of cyanide of copper, which gives the greatest resistance to the action of the acid. A solution of cyanide of copper is used in many cases as an intermediate deposit upon iron or steel before the nickel, as it prevents the tendency to rust. Upon exposure. This solution is also used for depositing copper on zinc and lead, or articles made up of several metals. The processes of cleaning are both of mechanical and chemical nature. The mechanical means are chiefly employed in removing dirt and oxides, with various gritty materials. Emery-cloth is used for this purpose, and is applied by a fine silver-sand and a hand-brush, or piece of canvas, which is passed over the surface of the article. In some cases, however, a revolving instrument called a scratch-brush is continually used, and cannot be dispensed with. A scratch-brush consists of a number of long wires, about 6 or 8 inches long, bound round very closely together, and arranged in a circle (see Fig. 128). These wires are of various degrees of hardness, so that they may be used at different degrees, to suit the various kinds of work. Four or six brushes are usually fixed in grooves upon the revolving wheel (see Fig. 129), and the wires are parallel with the axis of the chuck (see Fig. 129). Another form of scratch-brush, in which the wires are radial instead of parallel, is represented in Fig. 130. Both these forms are suitable for cleaning small articles, as represented in Fig. 131. Above the revolving brush is placed a cil- A photograph showing a workshop with various metalworking tools and equipment. 1854 A close-up view of a metalworking tool, possibly a scratch-brush or similar device. 1900 The processes of cleaning are both of mechanical and chemical nature. The mechanical means are chiefly employed in removing dirt and oxides, with various gritty materials. Emery-cloth is used for this purpose, and is applied by a fine silver-sand and a hand-brush, or piece of canvas, which is passed over the surface of the article. In some cases, however, a revolving instrument called a scratch-brush is continually used, and cannot be dispensed with. A scratch-brush consists of a number of long wires, about 6 or 8 inches long, bound round very closely together, and arranged in a circle (see Fig. 128). These wires are of various degrees of hardness, so that they may be used at different degrees, to suit the various kinds of work. Four or six brushes are usually fixed in grooves upon the revolving wheel (see Fig. 129), and the wires are parallel with the axis of the chuck (see Fig. 129). Another form of scratch-brush, in which the wires are radial instead of parallel, is represented in Fig. 130. Both these forms are suitable for cleaning small articles, as represented in Fig. 131. Above the revolving brush is placed a cil- 588 ELECTRO-METALLURGY. Tere outstanding state here, a little of which is allowed to dribble open the articles during the process of brushing, and the brushes are surrounded by a screen to prevent relashing. The chemical methods of cleaning consist in immersing the articles, for a greater or less period of time, in solutions of various kinds, which are either employed hot, and are generally used for removing greasy, tarry, or reinous matter; and acids are generally employed cold, and have been removed. The alkalis are kept in iron basins or vats, and the acids in stoneware pans, etc. The alkali commonly employed is metallic potash. Several kinds of metal liquids are used, viz., nitric acid, hydrochloric acid, and sulphuric acid. The first two are usually employed hot, and then "swelled" in water. Those of lead, tin, Bismuthia metal, pewter, and other soft metals, require a solution of copperas or of copperas and nitrate of soda. The third is employed cold, and is sometimes added to the second. The latter is employed with copperas in dilute boiling sulphuric acid. Articles of copper, brass, or German silver require a series of liquids, consisting of 6 parts of nitric acid to 3 parts of water; 6 parts of nitric acid to 3 parts of hydrochloric acid; 6 parts of nitric acid to 3 parts of water; and 6 parts of nitric acid to 3 parts of water. Hydrochloric acid is added when the liquid becomes weak. Many articles which are no longer dependent on the use of these liquids may be cleaned by means of a solution containing 1 part of potassium permanganate to 100 parts of water; this solution is very effective for the purpose of causing the deposited metal to adhere firmly. Solutions of crystals of mercuric chloride are used for cleaning articles made of mercury; they are also employed for cleaning articles made of silver. Electrolysis.--The following practical directions for the deposition of the different metals are mainly taken from Gore's "Electro-Metallurgy" (New York, 1870), to which the reader is referred for further information. **Anodism.--In depositing anodism by the battery process, the metal may be deposited only up to a certain thickness; but if it be desired that it shall be deposited to a greater thickness than this, it must be deposited by means of an electric current. This can be done by depositing the metal in a bath containing a solution of potassium permanganate or potassium dichromate. In the former case, the bath contains about 100 parts of water to 1 part of potassium permanganate; in the latter case, about 100 parts of water to 1 part of potassium dichromate. The bath is heated to about 100° F., and the current passed through it until the metal has been deposited to the desired thickness. The bath is then cooled down, and the current stopped. The metal is then washed with water and dried. **Bismuth.--According to M. A. Bertrand, metallic bismuth may be deposited upon copper or brass from a solution containing 1 part of bismuth nitrate to 100 parts of water. The bismuth is dissolved in a mixture of nitric acid and water; the solution is then filtered off and neutralized in a line of water slightly diluted with hydrochloric acid, by means of a current from a single plate or from two plates connected in parallel. The current may be passed in a similar manner (Lafontaine, April 23d, 1870), p. 670), and remains thus until the bath is exhausted (Lafontaine).** **Bronze.--A good solution for bronzing by means of a separate current, with an amount of bronze, may be made by dissolving 1 part of copperas in 100 parts of water; adding 1 part each of potassium iodide and potassium iodide without with addition of 20 parts of the strongest aqueous hydrobromic acid; "silver's strength," according to Mr. H. W. Harkness (see page 254) and sodium chloride with bismuth by means of an electric current; it is used at 217° F." **Calcite.--A good solution for depositing calcite from the dry chloride is made by dissolving calcite in water, and making the solution slightly alkaline with ammonia. Pass the current through the liquid, either by using a plate or solde as anode, or a bar or gas-carbon as cathode with a layer of fragments of glass between them; if any carbon be present in the solution it will cause it to become alkaline; but if no carbon be present it will remain neutral. **Copper.--A good solution for depositing copper by the single-plate method, or a nearly saturated solution of sulphate of copper appears very well; but for the battery process, an excellent solution is one containing about 1 part each of copperas and potassium nitrate to 100 parts of water (per liter weight); and if such solution be used at a temperature above 180° F., Cyanide copper is not very suitable in cyanide of potassium solution; the liquid formed does not readily dissolve the anode; nor does it conduct well; it also has a tendency to form a film on the surface which prevents its being used for long periods without being prevented, by avoiding the use of any free cyanide of potassium, employing a weaker current, and adding some cyanide salt every few hours; this prevents any film from forming on the surface; it is best used with copper by saturating them with linseed oil for better, however, then well blackening them; treating them with a strong solution containing about 1 part each of copperas and potassium nitrate per liter weight; connecting both the most hollow and distant parts, and then immersing them in the sulphate of copper solution; and passing just sufficient copper to be deposited upon them by the battery process. **Cyanide Copper.--A good solution for depositing cyanide copper by means of an electric current is one containing about 3 lines or crystals of potassia to the gallon; then add about 4 ounces each of nitrate and nitrate potassia per gallon; then add about half an ounce each each per gallon; then add about 4 ounces each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half an ounce each per gallon; then add about half anounce ELECTRO-METALLURGY. 583 to protect them, but not to obliterate the fine lines or features. Further particulars relative to the deposition of copper will be found under the section on electrolysis. **Gold.**—The electric current employed is usually derived either from a Bunsen's battery or a Cha- mpernowne's cell, the former being more generally used than the latter. The solutions are usually of the following composition: $$\text{Gold} = 0.001 \text{ to } 0.002 \text{ grams per liter}$$ $$\text{Potassium nitrate} = 1 \text{ gram per liter}$$ Many solutions have been tried, but none have succeeded like the double crystals of gold and potas- sium in hot distilled water, in the proportion of one to three parts by weight of potassium to two parts by weight of gold. This latter is preferable, as it is unattended by the loss of lead of metal, which occurs in the chemical process. The solution is prepared by dissolving one part of pure gold in a little of the solution, and then adding one part of pure potassium nitrate. The liquid is then boiled until all the gold has dissolved, when it is cooled and filtered. The solution is then kept in a vessel of water, and after a short time, when the gold has deposited itself on the walls of the vessel, it is removed with a brush and washed with water. The solution is then again boiled and filtered, and this process repeated several times. The gold thus obtained is very pure, and can be used without further purification. In this process a portion of the granules from the crystals unite with the gold, and leave potash in the solution, and after a time, being exposed to the atmosphere, absorbs carbonic acid, and thus becomes slightly acidulated. This acidulated solution may be used again for making new crystals. A very good gilding solution made by this method consisted of 1 gallon of water, 14 lb. of equal parts of potassium nitrate and potassium chloride. **Nickel.**—The bath may be composed either of the chloride of nickel and ammonia or the comminuted metal in water. In both cases the bath must be neutral and up to about 4° of hydrogen. It is prepared by dissolving three-fourths of a pound of the salt in each gallon of water. This salt is generally considered sufficient for one day's working, and one $$\text{Lb. Nickel} = 1 \text{ pound per gallon}$$ $$\text{Lb. Ammonia} = 1 \text{ pound per gallon}$$ $$\text{Lb. Potassium Nitrate} = 1 \text{ pound per gallon}$$ $$\text{Lb. Potassium Chloride} = 1 \text{ pound per gallon}$$ $$\text{Lb. Sodium Sulphate} = 1 \text{ pound per gallon}$$ The bath requires about 6 ounces of the salt per gallon, and works better with slight acid reaction than with neutral reaction. The temperature should be kept at about 70° F., and the intensity of battery current must be proportional to the bath, and remain constant. Large baths require more power than small ones, but they may be worked with a current of somewhat less tenacity. For a bath of 10 gallons or less, the tenacity of the current should be equal to that of from 2 to 8 Shilling batteries (about 20 amperes). For larger baths, the tenacity should be increased in proportion to their size. A bath containing only one part of nickel may be worked with a current equal to that of from 2 to 8 Shilling batteries (about 20 amperes), but expressions such as "one part nickel" are misleading, as there is no substance to be coated, but may advantage be greater. The amount of battery power for a given amount of work should be proportional to its intensity, and inversely proportional to its tenacity. The amount of current required for coating purposes depends upon many factors, some of which are not frequently known to the bath maker or by him communicated to him by his customers. One factor which is not infrequently done to the bath and work by misconception. The work should be thoroughly clean when entered into the bath and should be carefully moved along so that no part of it comes into any adhesion with any other part. When this condition is not observed, some polishing surface is left present such surface before entering the bath. Nickel is hard, and cannot well be burrished. Traces of oil, grease or dirt on any part of the work will prevent it from adhering properly to the bath. Oil or grease is freed from films of oxide by an acid bath. If the work is too hot, the acid may be hydroborated diluted with water to about half its strength; if too cold, it may be diluted with water to about half its strength; if too dry, it may be diluted with water to about half its strength; if too wet, it may be diluted with water to about half its strength; if too thick, it may be diluted with water to about half its strength; if too thin, it may be diluted with water to about half its strength; if too light, it may be diluted with water to about half its strength; if too heavy, it may be diluted with water to about half its strength; if too soft, it may be diluted with water to about half its strength; if too hard, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with water to about half its strength; if too smooth, it may be diluted with water to about half its strength; if too rough, it may be diluted with水 584 ELECTRO-METALLURGY. pee, brass, or German silver, during a few minutes, in a boiling solution of 1 part of caustic potash in 10 parts of water. Swill them thoroughly in clean water. Dip them into a liquid composed of 1 part of nitric acid, 3 parts of common salt, and 6 parts of water; then dip them into a mixture of 20 parts of common salt, 20 of caltied wood, and 1,000 of yellow nitric acid of specific gravity 1.844, 40 of common salt, and 1,000 of yellow nitric acid, of specific gravity 1.822, and instantly wash them with clean water. The metal is now ready to be plated. Place the plates in a "quicking" solution composed of 10 parts of nitrate of bismuth or mercuric oxide and 1,000 parts of water containing 1 part of nitric acid. Dip them into this solution until they become white. Immerse them in the plating liquid, using a weak current; and if the deposit looks good, continue the process for about half an hour. Then dip them into a hot solution of cyanide of potassium, and then in fresh water; "quick" them afresh, rinse them again, and then continue the process. When the plating is finished, stop the current for a few minutes, and then continue it for another half hour. Wash the plates with clean water, dry them on a cloth, and prevent its turning yellow. Swill them in water, then in water slightly acidified by sulphuric acid, and finally in clean water. Dry them again, dry them in hot air. The application of this method to the plating of brass is very simple. The plates are placed in the position of the solution. To work rapidly, the solution should contain rather large proportions of free cyanide of potassium; otherwise the metal becomes covered with an insoluble film before five hours have elapsed. A quantity of copper or zinc will require about one hour; but when a strong solution, a drum of ordinary table-spoonfuls of forks will require about 1,000 to 1,500 grains of silver in two hours; and when a weak solution is used, it may take three days. The amount of silver can be deposited upon a small table-spoon in half a day. Electroplated articles vary greatly in quality; some are excellent; others are not so good. The following article was electroplated by Mr. H. W. Bower: Italianman's articles are coated with only a few penniesworth of silver per square foot. The thickness of electro-deposited silver is in many cases from $\frac{2}{3}$ to $\frac{1}{3}$ inch to a millimeter, or 1.28 grain to an inch to a millimeter. This is not sufficient for most purposes; but it is equal to a coating of about the thickness of thin writing paper; and is considered an excellent coating. (To be continued.) The following article was electroplated by Mr. H. W. Bower: This article was electroplated by Mr. H. W. Bower. It is evident that the use of such solutions is limited to those articles which can be easily immersed in the bath; and only very few have been extensively used. Most of them lie in property by contact with the same plate; and it is necessary to keep these plates constantly in motion while they are being worked upon. Fused (or $x$) or crystalline stannous chloride, and $5\%$ pyrophosphate of potash or sodium added to $8\%$ distilled water; the chloride is dissolved in a portion of the water, and added the rest; and the liquid is kept at a temperature between $75^{\circ}$ and $85^{\circ}$. This bath deposits a silver film on any silver conductor. As long as it is dissolved there as deposited, it is necessary to add occasionally equal weight of the solution. Zinc—Zinc may be deposited from its sulphate, ammonium-sulphate, chloride, ammonium-chloride, acetate, tartrate, etc., according to the nature of the bath used; but it is necessary that all traces form a bad depositing solution. By proper management, good coherent metal may be obtained from the sulphate, acetate, and chloride; but a solution of zinc in caustic potash is not a good con- ductor; a solution containing $2\%$ zinc sulphate and $2\%$ sodium carbonate gives good pass- mic-cyanide (Simo). A solution of 1 part of the sulphate in 10 to 20 parts of water with a large zinc rod may be used for plating zinc on iron or steel; but it must be kept well stirred up and frequently charged. Many years ago, sheets and other articles of zinc were coated with zinc by electrolysis; in order to protect them from rusting; but this process has been entirely superseded by the so-called "galvanic" zincing," which consists simply in dipping the previously cleaned iron sheet into a bath of molten zinc; the latter being removed after each immersion by means of an electric cale- tion, and also to dissolve any trace of oxide which may be upon the iron articles. Such a coating is first applied by dipping the iron into a bath containing molten zinc at $35^{\circ}$ to $45^{\circ}$ centigrade; this bath expels all moisture from the pores of the iron, and the layer of zinc is homogeneous, and not granular or pitted as it would be if deposited by electrolysis; it adheres firmly to the surface and very liable to contain traces of the depositing liquid; the surface beneath the electrode-potassn having been heated below its melting point; it is also liable to contain moisture and acid absorbed during the purposing process of cleaning, etc. Whitney's Horse Vapor Electroplating--A method of electroplating has been discovered by Prof. A. W. Whitney (U.S.Patent No. 39697), which consists essentially in placing two parallel wires close together on either side of an article to be plated with metal; these wires are connected through an insulated wire to one pole of an electric battery; one wire being connected with the negative pole and one with the positive pole; thus both poles are connected with one wire only; this wire being connected with one terminal pole or terminal wire; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; thus both poles are connected with one wire only; The surface to be plated is placed between these wires so that it comes into contact directly over their points: to the negative pole is attached a small piece of metal so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on the article: The positive pole is attached to a strip or bar so that it may be deposited on ELECTRO-METALLURGY. 585 ELECTROTYPE.—The following excellent account of the process of electrotyping, with descriptions of the most improved machinery and tools, is contained in "Hints on Electrotyping and Stenc- typing," a pamphlet issued by Messrs. E. Hoe & Co., of New York. Wooden forms are used in this process, and they must be made of the finest woods, such as mahogany, teak, or other hard woods, which will not be damaged by the heat of the press, and which will not be affected by the acid solution. The form must be made so that it can be easily removed from the metal, and yet retain its shape when pressed into the metal. The wood must be well seasoned, and thoroughly dried before use. The form must be made of a single piece of wood, without any joints or seams, to prevent the formation of cracks or crevices in the metal when pressed into the metal. The first step in making a wooden form is to cut out the design in the wood, using a sharp knife or saw. The design must be carefully traced on the wood, and then cut out with a sharp knife or saw. The edges of the design must be carefully rounded off, to prevent any damage to the metal when pressed into the metal. The second step is to apply a thin coat of glue to the back of the wood, and then press it into a wooden block or frame. The glue must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The third step is to apply a thin coat of varnish to the front of the wood, and then press it into a wooden block or frame. The varnish must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The fourth step is to apply a thin coat of oil to the front of the wood, and then press it into a wooden block or frame. The oil must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The fifth step is to apply a thin coat of wax to the front of the wood, and then press it into a wooden block or frame. The wax must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The sixth step is to apply a thin coat of asphaltum to the front of the wood, and then press it into a wooden block or frame. The asphaltum must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The seventh step is to apply a thin coat of pitch to the front of the wood, and then press it into a wooden block or frame. The pitch must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The eighth step is to apply a thin coat of tar to the front of the wood, and then press it into a wooden block or frame. The tar must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The ninth step is to apply a thin coat of asphaltum to the front of the wood, and then press it into a wooden block or frame. The asphaltum must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The tenth step is to apply a thin coat of pitch to the front of the wood, and then press it into a wooden block or frame. The pitch must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The eleventh step is to apply a thin coat of tar to the front of the wood, and then press it into a wooden block or frame. The tar must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The twelfth step is to apply a thin coat of asphaltum to the front of the wood, and then press it into a wooden block or frame. The asphaltum must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The thirteenth step is to apply a thin coat of pitch to the front of the wood, and then press it into a wooden block or frame. The pitch must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The fourteenth step is to apply a thin coat of tar to the front of the wood, and then press it into a wooden block or frame. The tar must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The fifteenth step is to apply a thin coat of asphaltum to the front of the wood, and then press it into a wooden block or frame. The asphaltum must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The sixteenth step is to apply a thin coat of pitch to the front of the wood, and then press it into a wooden block or frame. The pitch must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The seventeenth step is to apply a thin coat of tar to the front of the wood, and then press it into a wooden block or frame. The tar must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The eighteenth step is to apply a thin coat of asphaltum to the front of the wood, and then press it into a wooden block or frame. The asphaltum must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The nineteenth step is to apply a thin coat of pitch to the front of the wood, and then press it into a wooden block or frame. The pitch must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The twentieth step is to apply a thin coat of tar to the front of the wood, and then press it into a wooden block or frame. The tar must be applied evenly, and must be allowed to dry thoroughly before pressing into the metal. The twenty-first step is to apply a thin coat of asphaltum to 586 ELECTROMETERS AND GALVANOMETERS. before placing in the precipitating cell, lay the case in an inclined shallow tin pan, and pour alcohol over it, beginning at the upper side. Then place the case on its back in a shallow trough, and fuse water on the surface of the alcohol with a small flame. This will cause the alcohol to evaporate, leaving the entire case dry. The alcohol may be used again, but it must be kept free from dust and other impurities which might adhere to the glass. The solution of the salt may be poured into the precipitating cell, and the whole apparatus placed in a warm place until all the salt has dissolved. The solution may be made by dissolving 0.01 gram of sodium chloride in 100 grams of water, or by dissolving 0.01 gram of potassium chloride in 100 grams of water. The solution may also be made by dissolving 0.01 gram of sodium chloride in 100 grams of water, and then adding 0.01 gram of potassium chloride to it. The solution may also be made by dissolving 0.01 gram of sodium chloride in 100 grams of water, and then adding 0.01 gram of potassium chloride to it. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece of platinum wire. The electrodes are placed in the precipitating cell so that they are immersed in the solution. The electrodes are made of platinum wire, and are connected to the terminals of the galvanometer by means of a short piece ELECTROMETERS AND GALVANOMETERS. 587 It is in the same direction; and if the wire is formed into a flat coil, the deflecting force exerted upon the needle will be multiplied nearly as many times as the wire passes backward and forward. Schwaggen's multiplier, constructed in this manner, is shown in Fig. 1260. The sensitiveness of the instrument may be increased by placing two magnetic needles upon the same axis, but with their north and south ends in opposite directions, and especially by placing them so that they act in the same direction. If these two needles are placed so that they precisely the same magnetic force, they will form a system which is statical; that is, they will when acted upon only by the earth's magnetism point indifferently in any direction. It is however A diagram showing a galvanometer with a coil of wire around a magnetic needle. 1864. 1865. 1864. impossible to place them perfectly parallel, and it therefore follows that when they have equal magnetic force they will only be in equilibrium when their axes are at right angles to those of the meridian. It is necessary, therefore, in the most delicate tests, to have one of the needles slightly stronger than the other, so that there shall be a slight tendency north and south to the system. If a wire is wound about a bar magnet, as shown in Fig. 1261, and if the current flows through the wire in the same direction; and if the wire is formed into a coil, the force will be multiplied. An astatic galvanometer is represented in Fig. 1262. The astatic galvanometer cannot be used to measure currents of much strength, on account of its A diagram showing an astatic galvanometer with a small magnetic needle at the center of a vertical circle. 1863. 1864. too great delicacy. For this purpose the tangent galvanometer and the sine galvanometer are employed. The tangent galvanometer, Fig. 1265, consists of a vertical circle made of a band of copper, on the two sides of which are two semicircular plates of iron. In the middle of each semicircular plate a small magnetic needle is placed, in length about one-eighth of the diameter of the circle. When the current flows through the wire, it produces a deflecting force upon both needles, tending to the strength of the current. In using the instrument, the plane of the vertical circle is placed in the plane of the current. The sine galvanometer, invented by Pouillet, is represented in Fig. 1269. A longer magnetic needle may be employed in this instrument, because it is kept at right angles to the axis of the coil 588 ELECTROMETERS AND GALVANOMETERS. through which the current passes. A horizontal, graduated circle, containing a deflection needle, is fixed within a vertical circle, the two turning on a vertical axis which passes through the centre of a lower stationary, horizontal, graduated circle, an index being used to measure the arc of revolution. A steel coil of wire is placed in the plane of the vertical circle, and a second coil in the plane of the horizontal circle, according to the strength of the current which is to be measured. For currents weaker than that which deflects the needle one degree, the plane of the vertical circle is placed in the plane of the horizontal circle, and the needle will then each stand at 0, respectively on the upper and lower horizontal circles. If a current is passed through the wire in the plane of the vertical circle, it will be deflected; and if the vertical circle is rotated until its plane coincides with that of the horizontal circle again pointing to 0, the deflection will be marked by the index on the graduated circle. The angle of rotation of a current acting at right angles to the axis of rotation of the instrument is proportional to the strength of the earth, which is proportional to the size of the angle which the needle makes with the magnet. An instrument called a differential galvanometer was invented by Sir William Thomson (Lord Kelvin). At the same time the difference in strength of two currents was measured by means of two needles. When two wires are passed an equal number of times around some common point, and when two currents are passed through them in opposite directions, only half the amount of deflection produced will indicate the difference between them. This instrument has been improved upon by Mr. J. W. Preece, who has made an instrument with more precision than any other instrument that has been invented. A magnet is suspended in a glass tube, and a fine wire is passed through it so as to make contact with one side of the magnet suspended within it there is attached a mirror which reflects a ray of light up from a horizontal plate. When a current flows through this wire, it deflects the magnet slightly, and thus causes a ray of light through an orifice. A slight deflection of the magnet, which together with the mirror weight on a fine wire, causes a change in position of this orifice. A bar magnet, $A$, placed in the magnetic meridian, is used to counteract the earth's magnetism and thereby increase the delivery of the instrument. Another bar magnet, $B$, perpendicular to the magnetic meridian, is used to counteract its effect. An instrument called a rheostat, invented by Wheatstone for the purpose of compensating resistance, is represented in Fig. 121. Two cylinders of equal diameters turning upon their axes are held in a frame. One of them, $A$, is of metal, and the other, $B$, of some non-conductor, as vulcanite or baled wood. There is a spiral groove in the non-conducting cylinder in which a wire, connected with its binding-coil upon $A$, can be wound round it to its further end. By turning the crank connected with one of the cylinders, the wire may be all transferred from one to the other. A blinding-screw connects with the metal cylin- A diagram showing an electrometer and galvanometer. 120 A diagram showing an electrometer and galvanometer. 120 ELECTROMOTORS. 589 dur; and when this and the other binding-screw are connected with the electrodes of a battery, a pala- vanic current will pass through the wire which is wound upon the non-conductor, and also through the metal cylinder, so that it will be easy to interpolate in the circuit any desired length of wire having and desired resistance. The resistance of the wire may be measured by connecting one end of the wire to a point on the non-conductor, and the other end to a point on the conductor, and then measuring the resistance, a comparison may be made between the resistance of various metals. To measure the resis- tance of a battery, connect one end of the wire to one pole of the battery, and the other end to the other pole, ner. In Fig. 173, let C be a conductor whose resistance is to be measured or compared. One end of it is connected with one pole of a battery, T. The other end of it dips into a second cup of safety-glass, and is connected with two binding-screws of the rheostat. A wire al- nacked to these binding-screws passes around with one end of the wire which passes around the vertical arm of the rheostat, and connects the other end of which connects with the other pole of the battery. The shortest wire is all wound on the non-conductor, and when this being closed, the deflection of the galvanome- ter may be used as a measure of its resistance. If this wire is removed from the circuit, and the two wires as well as the non-conductor are heated by a wire in now wound on the non-conductor cylin- der to cause the same deflection in the needle as before, we have found that this wire, through which the current passes will have the same resistance as that of the short wire, whose amount is therefore found by com- parison. The results obtained from numerous experi- ments upon the conductivities of various met- als show that silver has by far the greatest three best conductors, and that impurities greatly increase their conductivity. This is due to crease of temperature. It has been shown by Forbes that metals have proportional conductivities which vary inversely as their specific heats. The following table gives E. Boeckmann's determinations of specific electrical resistances at 15° C., regarding that of silver at 0° as 100:
Silver. 107 Fan. 734
Copper. 112 Iron. 825
Gold. 155 Lead. 1918
Cadmium. Zinc. 614
Zinc. Mercury. 5530
ELECTROMOTORS. Motors actuated by the attraction and repulsion of electro-magnets exist in numerous forms. The commonest and simplest is the rotating cylinder, having arms of metal, which are attracted towards each other by electro-magnets placed around its periphery. Above the periphery of the cylinder, a commutator connects the current in proper manner to the re-rotating magnet, so that it always attracts towards itself one arm only, while another arm repels it away and causes it to rotate continuously. The older forms of this engine were made on the reciprocating plan. The steam-engine was invented by Watt in 1769, but it was not until many years later, from of the practical difficulties in the construction of the machine itself, and second, of its great lack of economy as compared with the steam-engine. The best results obtained have been from small machines, such as those used for driving clocks and watches. These engines are very well adapted for operating sewing machines, dental drills, small printing presses, and other light machinery; but for values over $200 they are too expensive for most purposes. The dynamo motor is adapted for operating motors; and besides the constant care and renewing of the batteries. On this subject it may be stated that no engine has ever been built during four times that of the best steam-engine; but when the relative cost of zinc and coal is considered as materials of consumption, this advantage is much more than counterbalanced. It may be demonstrated that in the Daniell battery (Fig. 174) one half-cup contains about 0.004 thermal units, and that consumed in 1.587 thermal units leaving the total energy developed equal to about 0.003 thermal units. Now suppose that one pound of zinc produces one pound for the amount of energy developed by dissolving 1 lb. of zinc in a Daniell battery, equal to one-eighth part of a pound; but suppose that one pound of coal produces one pound for developing energy equal to one-eighth part of a pound; then we find that in some's batteries 694,800 fourteens-of mechanical energy are developed. This fact is about one- sixteenth part of the energy developed by burning 1 lb. of carbon. Now it has been stated that the actual work done by a steam-engine is only one-fourth part of its theoretical work; hence it follows that one-fourth part of a pound of coal would produce enough heat to develop one-eighth part of a pound mechanical energy; but since we know that one-fourth part of a pound mechanical energy is developed by burning one-eighth part of a pound carbon; then we see that one-fourth part of a pound coal would produce enough heat to develop one-eighth part mechanical energy; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop one-eighth part mechanical energy produced by burning one-eighth part carbon; hence we conclude that one-fourth part mechanical energy produced by burning one-eighth part carbon would be sufficient to develop Google 590 ELECTROMOTORS. carbon, before the electromotor can hope to equal the steam-engine in point of economy. According to Van der Weyde, the ratio of the use of electricity as a motive power as compared with that of steam is to 100 to 1. The steam-engine consumes about 30 pounds of coal per horse-power per hour, allowing for the superior efficiency of the electric engine, he determines the expense of running the latter to be only one-eighth of that of the former. This is a very great advantage in favor of the electric engine. Many maintained inventors have attempted to build electromotors on a supposed principle that a given battery is capable of magnetizing any number of magnets. This is wholly without foundation. According to Faraday's experiments, the resistance offered by a wire to the passage of an electric current which the discharging wire offers to the current is equal to the resistance which the battery itself offers to the current. Now, if we take a large copper wire and connect it to a battery, and allow it to discharge through this wire, we shall find that it will carry currents varying from several million times; copper wire conducts the currents 20,000,000 times better than the best solution of nitrate of silver. A battery of two cups is able to discharge its current through many miles of copper wire, with out experiencing a resistance greater than the current has to overcome in the battery itself; now many miles of copper wire are required to transmit a current from one place to another. As long as the length of this wire is below this, the whole power of the battery is discharged, and no change in the length of this wire can increase or diminish its effect upon the current. But when the length of this wire is increased and say 4, or even 20 or 50 electro-magnets be charged. As soon as the amount of current exceeds what can be transmitted through this wire, then at once all these limits at which the resistance it offers to the current is equal to the resistance offered by the batter, the whole power of the battery can no longer be discharged, and the power of the individual magnets will begin to decrease. A good review of the various attempts which have been made in Europe to construct an commutator electromotor was given by Mr. J. H. C. de la Motte in his "Electricity and Its Applications" (Berlin, 1861), dealing with the subject quite fully. An interesting controversy regarding an alleged discovery by Mr. H. G. Bohnenberger was published in "The Electrician" for January 1867. An admirable application of the electro-magnetic engine has been made in Philip's electro- motor integrator (see TURBINAIRE APPARATUS), where it is used to operate the type wheel and press mechanism of a printing press. In this machine there are two sets of four electro-magnets arranged in a wheel, within which revolving shafts carry a circular row of soft iron armatures, each armature being connected with a separate set of printing-press cylinders. The armatures come within their influence, and cease to act just as the latter arrive at a point opposite them. The first set of armatures act on one set of cylinders, while those on the other side act on two others, which causes the shafts to revolve with great rapidity. The motor is provided with a centrifugal governor, which acts so rapidly that quantity of electricity flowing through the attracting magnets increases proportionally with speed. The armatures are made up of thin sheets of soft iron, each sheet being about 1 inch thick and 1 inch wide. The magnets are ordinary iron, having cores 0.8 inch in diameter and 1.8 inch in length, with both sides covered with soft iron. The armatures are made up of thin sheets of soft iron, each sheet being about 1 inch thick and 1 inch wide. The magnets are ordinary iron, having cores 0.8 inch in diameter and 1.8 inch in length, with both sides covered with soft iron. The armatures are made up of thin sheets of soft iron, each sheet being about 1 inch thick and 1 inch wide. The magnets are ordinary iron, having cores 0.8 inch in diameter and 1.8 inch in length, with both sides covered with soft iron. At least two large busen cells (see ELECTRO-MAGNETIC BATTERIES), charged with Poggendorff's batteries, are placed between each pair of armatures; one cell is placed between each pair on one side and one cell between each pair on the other side. The containing parts are of glass 9 inches in diameter and 6 inches high. Each contains a port oil 13 inches in diameter and 6 inches high; each contains a port oil 13 inches in diameter and 6 inches high; each contains a port oil 13 inches in diameter and 6 inches high; each contains a port oil 13 inches in diameter and 6 inches high. The cylinders are made up of three pieces: two pieces are placed together at one end and one piece at each end; each piece being held by six 5.5 inches long bolts. This battery will run a motor continuously for 18 hours without recharging; but if recharged every day for five days it will last for ten days. The following table shows how much energy would be required for different speeds:
Speed Energy Required
Slowest 25%
Middle 50%
Fastest 75%
The maximum speed at which this apparatus appears to be useful is about 50 feet per second. II. TRANSMISSION For use in places where transmission is necessary, an apparatus similar to that shown in figure I is more suitable than any other known at present time; it consists essentially in carrying over from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or belt line from one machine to another machine by means of a belt or A diagram showing an apparatus for transmitting power. ELECTROSCOPES. 501 The statement has been made by Dr. Henslow that a continuous rod of copper 50 miles long and 3 inches in diameter is capable of conveying that distance electrically energy equal to 1,000 horse-power. This has been shown by Mr. N. S. Keith in a paper read before the American Institute of Mining Engineers, May 7, 1877, and also in the "Scientific American" for June 26, 1877. In planning a theoretical machine to suit the conditions of the problem, he points out that it will require an electromotive force of 1,000 volts to produce one horse-power, which is the minimum necessary for dynamic purposes. He says: "We may therefore use an electromotive force of 1,000 volts, resis- tance of 1.34 ohm, and a current of 246 volvcs; thus, $$V = \frac{W}{R}$$ or $$V = \frac{1000}{1.34} = 746$$ C. In other words, the dyna- mic equivalent of 746,000 volts may be had by multiplying the electromotive force 1,000 by the current 246. The resistance of the circuit must be such as to allow a current of 246 volts and a cur- rent in the coil surrounding it possessing electromotive force one volt for each about 25 feet of wire. For 1,000 volts electromotive force 50,000 feet in length of copper wire or strip, weighing 1.3 lb. per foot length, or in all 80,000 lbs., may be taken. This will have a resistance of .36 ohm. It should be noted that this is only a theoretical calculation and that the actual resistance of the wire called an armature, must be reduced between the ends of an electromagnet having such an attrac- tion for current as is required to produce one horse-power. Such a wire would weigh more than the armature itself and would be very expensive. A wire weighing 1 lb. per foot length with an expenditure of say 100 horse-power. This is necessary because, if the coil of the magnet is part of the main circuit, the resistance will be much increased. The electromotive receiving the current from the battery must be placed at some distance from the armature so that its resistance of the coils (when the machine in motion is exerting its greatest power) is double that which they would have at rest. For example, if we take a piece of copper wire weighing 1 lb. per foot length of the machine .5 ohm, we make the weight of copper coils per foot .117 lbs., a total of 39,200 lbs., with a weight per foot length of .5 ohm being .5 ohm times .5 ohm or .25 ohm. "The energy of 1,000 horse-power expended on the machine generating the electric current is dis- tributed throughout the circuit in proportion to the specific resistances of the several parts. The maximum current through any part of the circuit will be determined by its resistance. The motor .5 ohm, 134, or .534 horse-power; the motor .68-184; or .372 horse-power. This last amount is in all that can be utilized without causing excessive heating in any part of the circuit. If this motor were to be made larger, or two may be used, making the resistances of them one-half as much, but not with less increase in cost than that which would result from increasing their size one-half. Assuming a resistance of .3 ohm for machine, .18 ohm for conductor, and .3 ohm for motor, and we have $$\frac{876}{876 + 876 + 876} = \frac{876}{2634} = \frac{1}{3}$$ and under these circumstances we shall utilize all our power. If we reduce our resistance by half, reducing the current we may count as nothing. Under no circumstances can we utilize the full power of our machine unless we reduce our resistance to one-third or less than one-third. With a resistance of .83, keeping total resistance the same, we gain. Then the machine will absorb .53-184 or 532.3 horse-power from our battery and give us .53-184 or 532.3 horse-power. With a larger conductor or shorter distance, this proportion may be increased. There are various sources of error in estimating the capacity of such electromotive force and tension. There is no doubt that less than one per cent. of this energy is expended on a magneto-electric or dynamic electro-magnetic engine at a distance by an electro-magnetic motor as described above. The current developed throughout the entire circuit will be equal to one volt per second multiplied by one hundred thousand lbs., or one volt per hour, or .4576 volts per minute. That proportion due to the armature, having a resistance of .5 ohms, raises its temperature 1° C. per minute. Of course, no argument for cooling by water must be applied." ELECTROPLATING. See Electro-silver. ELECTROSCOPES are instruments for the purpose of measuring electric currents and elec- tricity, and also its nature. Henslow's electroscopes, Fig. 1299, consist essentially of two parallel plates separated by a thin sheet of glass or other material, one of which is inserted a wire having a brass head attached to it; and when electricity passes through means of a screw cut upon its circumference to within a very minute distance of a single strip of gold foil suspended between them through a space of air being found to decrease in the in- verse ratio of the squares of the increased distances, this instrument becomes thus exceedingly semi- 1974 *A Weber number represents the energy set up by the combination of 11 watts of electric power into 1 gram weight, at sea level at normal atmospheric pressure.* 592 ELECTROTYPING. tive to the slightest disturbances of electrical matter in the gold leaves propagated from the metallic zinc, which is made of zinc. By means of this simple instrument, one of the most important facts in the whole science of electricity has been discovered. The apparatus consists of a glass tube, closed at both ends with a plate various kinds of metals, as a copper plate insulated by a glass handle. A disturbance of the meta- llic substance on one side of the plate will cause a current to pass through the glass handle, and thus be communicated to the other side of the plate. This current will cause a slight attraction between the two plates, and will be sufficient to produce the movement of the gold leaf. Both of these mutually pha- ses are necessary to produce an electric current. If the metallic substance be placed in contact with a piece composed of pith ball or flexible gold leaves, and no signs of electricity will be discoverable. Now place the point of a needle in contact with one of the leaves, and then draw it away from it. The gold leaf will be seen to move towards the point of the needle, and then lift it by the glass handle from the stem. At the instant the separation is effected, the gold leaf will be seen to strike the ball if the latter be previously brought to within the distance of motion- ment of its own weight. This experiment shows that electricity can be produced by a very minute degree of intensity of electrical action. Bohmberger's electrotype is re- placed by this simple apparatus, and is much more convenient. The apparatus consists of two plates, and from the top of a bell-jar which covers the plate a strip of gold leaf is suspended from a conductor which is connected with a battery. When the two plates are separated by a few feet, and two knobs of the pile, and the instrument is so delicate that whenever a body only slightly elec- trified is brought within a few feet of it, the gold leaf will move toward one or the other of the plates. With this apparatus, it is possible to obtain an electrotype from any part of a sheet of paper, without touching it. The position of the pile continues, which may be for two or three hours. Another form of electrotype is known as a circular brass plate having rounded edges, which carries a series of wires connected by shellars into a glass tube which passes through a wooden cup fixed on top of a table. The wires are arranged in such manner that they are parallel to each other, and cross彼此 about an inch in length, flattened in a vertical plane and made very thin. Each side of the piece being impressed with a little strong gum and laid upon the edge of a rectangular strip of glass, which is fastened to another strip of glass by means of shellars. On the inside of the bell-jar, opposite to one another and each facing one of the gold leaves, are sometimes placed two small pieces of metal, which are connected with each other by means of wires on the extreme divergence of the letter. These strips reach to the stand if it be metal, or if it be soft wood or paper. The following table gives some data as to how much energy is required for lifting water out of low cun containing quicklime, chloride of calcium, or strong alkali salt, to keep dry the inside of the pipe. ELECTROTYPING. See ELECTROTYPE. ELATED RAILWAY. See RAILROAD. ELEVATED RAILWAY (New York City). The term "elevated" as here known as elevated cars are largely used now to raise passengers and freight from the lower to the upper stories of high edifices. Since their introduction in New York City in 1867, they have become very popular. The New York Union Telegraph Company in New York has ten stations above the street which are occupied as offices while the New York Tribune building has twelve such stations. Without a passenger elevator the upper stories would be unoccupied. Power required for Elevator.--The useful power required for operating an elevator is very small. The engine used for elevators in New York City is usually an ordinary steam engine (see Western Union Telegraph and Evening Post building) in New York City amounts to less than 1/40 of a horse-power. Classes of Elevators.--Elevators in general may be divided into two general classes: 1. Steam elevators, where the rope lifting the car is wound around a drum turned by a steam-engine; 2. Hy- draulic elevators, where hydraulic pressure lifts the car up and down. In addition to the motor, the hydraulic elevator must have a pump to lift water from the cellar to take up all waste water. The reason why steam elevators are so wasteful of power: 1. The low steam-pressure and the great heat loss in passing through pipes; 2. The large amount of steam wasted in overcoming friction; 3. The large proportion of power expended in overcoming friction on engine and car; 4. The fact that the engine runs while there is no demand, thus requiring a cylinder full of steam at least complete pre- pared for use. The following table gives some data as to how much energy is required for lifting water out of low cun containing quicklime, chloride of calcium, or strong alkali salt, to keep dry the inside of the pipe:
Up. Down.
Initial pressure above zero. 32.0 24.5
Terminal pressure above zero. 36.8 22.1
Mean loss per trip. 22.4 19.4
Indicated pressure. 6.7 2.9
Fricition at engine and load. 9. 9.
The source of the waste power in hydraulic elevators are: 1. The ordinary steam-pump set being an expensive machine; 2. The large amount of water wasted when there is no car in use; 3. The large proportion of power absorbed by friction between piston and cylinder; 4. The many losses due to friction between piston and cylinder; 5. Losses due to friction between piston and cylinder; 6. Losses due to friction between piston and cylinder; 7. Losses due to friction between piston and cylinder; 8. Losses due to friction between piston and cylinder; 9. Losses due to friction between piston and cylinder; 10. Losses due to friction between piston and cylinder; 11. Losses due to friction between piston and cylinder; 12. Losses due to friction between piston and cylinder; 13. Losses due to friction between piston and cylinder; 14. Losses due to friction between piston and cylinder; 15. Losses due to friction between piston and cylinder; 16. Losses due to friction between piston and cylinder; 17. Losses due to friction between piston and cylinder; 18. Losses due to friction between piston and cylinder; 19. Losses due to friction between piston and cylinder; 20. Losses due to friction between piston and cylinder; 21. Losses due to friction between piston and cylinder; 22. Losses due to friction between piston and cylinder; 23. Losses due to friction between piston and cylinder; 24. Losses due to friction between piston and cylinder; 25. Losses due to friction between piston and cylinder; 26. Losses due to friction between piston and cylinder; 27. Losses due to friction between piston and cylinder; 28. Losses due to friction between piston and cylinder; 29. Losses due to friction between piston and cylinder; 30. Losses due to friction between piston and cylinder; 31. Losses due to friction between piston and cylinder; 32. Losses due to friction between piston and cylinder; 33. Losses due to friction between piston and cylinder; 34. Losses due to friction between piston and cylinder; 35. Losses due to friction between piston and cylinder; 36. Losses due to friction between piston and cylinder; 37. Losses due to friction between piston and cylinder; 38. Losses due to friction between piston and cylinder; 39. Losses due to friction between piston and cylinder; 40. Losses due to friction between piston and cylinder; 41. A diagram showing an elevator mechanism with pistons moving up and down. ELEVATORS AND LIFTS. 503 in 8 hours, 170 actual had carried each round, selling each passenger 140 lbs., 960 lbs. Thus it appears that five-eighths of the head of water is wasted. The care of both the hydraulic and steam elevators are generally in part counterbalanced. The combination of the two types is very common. In the case of the hydraulic elevator, the car is still fast on its passage and then drops suddenly after the rope has become slack. There are various devices designed to prevent this, but none have been found satisfactory. The cost of running by steam a large elevator, like that in the new Union building, for a year of 360 days, 8 hours a day, may be reckoned as follows:
Interest on cost of elevator, engine, and boiler, $10,000, at 7 per cent. $700
Annual maintenance charge (including repairs). 800
Sinking fund, 3 per cent. 300
Regulator, $25 per month. 480
Attendants, at $45 per month. 480
Total. $240
In cities where the municipal authorities will furnish water, hydraulic elevators can be run much more cheaply than steam elevators. They are less liable to accidents, require less first cost, less liability to accident and necessity for repairs, and smaller amount of fuel required. A steam elevator with a car being raised by a rope. Steam Elevators.—Two of the best types of steam elevators are illustrated in Figs. 1278 to 1280. Fig. 1278 shows the car in an Ode elevator. A, A, A are the guide-blocks, which may be tightened or loosened by means of a lever. B is the hand-wheel by which the car is guided when the hoisting rope gives way. Fig. 1279 shows the car in an Ode elevator. C is the drum over which the rope to counterbalance passes; D, the drum over which the hoisting rope passes; E, the hand-rope; W, the weight which presses the brake on the drum when the hand-rope is thrown up. 25 594 ELEVATORS AND LIFTS. A diagram showing the internal workings of an elevator mechanism. Fig. 1277 is an end and Fig. 1278 is a side view of the hoisting engine for the Otis elevator. L is the starting lever connected with the hand-cupe. This machine works entirely through spur-wheels, which are apt to be more durable than worm-and worm-wheel. 1277. 594 ELEVATORS AND LIFTS. 505 A large mechanical device with pulleys, gears, and a bucket. The bucket is shown at the bottom left, and the main body of the machine is on the right. There are several ropes and pulleys connected to the bucket and the main body of the machine. Fig. 1274 shows the Hambard elevator engine. D, D are the drums, which turn in opposite directions, being driven by right and left worms on the shaft S. B is the belt driving the worm-craft. Hydraulic Elevators.—The water-balance elevator, Fig. 1280, is in use in the Western Union building, New York. The car or platform is similar to the ordinary steam elevator, but instead of having a door at each story, there are large sheaves at the top of the well-room, to a counterbalance, which is suspended from a rope passing over a pulley at the top of the well-room. The sheaves are placed closely in a water-tight, upright tube or stand-pipe, about 2 feet in diameter and 30 feet long. Near this stand-pipe in the upper story is placed a tank, and from this tank an 8-inch discharge-pipe takes the water into A large mechanical device with a water tank and discharge pipe. The tank is on the left side, and the discharge pipe is on the right side. There are several ropes and pulleys connected to the tank and the discharge pipe. the bucket, which moves up and down in the stand-pipe. A valve in this tank is opened by stepping upon a treadle in the car, and the operator thus takes into the bucket enough weight of water to overbalance the load he then has in the car. As soon as the bucket is heavier than the car, A large mechanical device with a water tank and discharge pipe. The tank is on the left side, and the discharge pipe is on the right side. There are several ropes and pulleys connected to the tank and the discharge pipe. 596 ELEVATORS AND LIFTS. It descends, and of course draws the car upward, thus using the minimum power required to raise each load, rather than the full power of an engine each and every time. The speed is controlled by means of brakes or clamps, that firmly clamp wrought-iron slides secured to posts on each side of the Illustration of a mechanical device with gears and pulleys. well-moon, the operator having control of these brakes by a lever in the car. When the car has ascended as far as desired, the operator steps upon another treadle in the car connected with a valve in the bottom of the bucket, and thus discharges the water into the receiving tank below until the Illustration of a mechanical device with gears and pulleys. Illustration of a mechanical device with gears and pulleys. ELEVATORS AND LIFTS. 597 A diagram showing a water elevator. The top part of the diagram shows a bucket being lifted by a rope attached to a pulley. The bucket is shown at the top of the elevator shaft. Below the bucket, there is a standpipe with a valve at the bottom. The standpipe is connected to a pipe that leads to a pump. The pump is shown at the bottom of the diagram. The pump has a handle on top and a valve at the bottom. The handle is used to turn the pump, which pumps water up through the standpipe and into the bucket. The bucket then descends, and the process repeats itself. car is heavier than the bucket, and it then of course descends. The water is thus taken from the well, pumped up by the car, discharged through the stand-pipe into the re- turn-pipe, and drawn off again by the car, and then pumped back again to the upper tank, so that it is used over and over again without waste. This method of supplying water may be taken for use in the building, and it is very convenient. The duplex elevator, Fig. 1283, is operated by turning two handles, one on each side, using it both above and below one or more pistons. It is well known that 25 feet or less of water will raise 1000 pounds to the bottom of a piston, and weigh the same as if the piston were 25 feet deep in water. A piston as exceedingly simple machine may be made to act as a pump for drawing water from the big-houses, and for all passenger and freight purposes. The tube in which the pistons move contains a supply of water, which is led either directly to the city mains, and discharges into them when required (Fig. 1284), or by op- ening the valve at the bottom of the tube when desired (Fig. 1285). When this valve is opened, water flows into the tube, fills it, the whole column, thus thrown upon the pistons, drawn down, and raises the car attached to it to any height desired. By opening a supply of water above filling the tube as fast as it is drawn down, it can be raised to any height desired. By pulling the valve opposite way, a valve connecting with a return-pipe is opened, A diagram showing a duplex elevator. The top part of the diagram shows two handles on either side of a piston. The handles are used to operate the piston. Below the handles, there is a standpipe with a valve at the bottom. The standpipe is connected to a pipe that leads to a pump. The pump is shown at the bottom of the diagram. The pump has a handle on top and a valve at the bottom. The handle is used to turn the pump, which pumps water up through the standpipe and into the bucket. The bucket then descends, and the process repeats itself. By pulling the valve opposite way, a valve connecting with a return-pipe is opened, 598 ELEVATORS AND LIFTS. and the car is allowed to descend. The upward and downward motion is perfectly smooth, noiseless, and steady, and free from all jarring or shaking. Fig. 1255 represents a device for giving a long travel to the car with a short travel to the A diagram showing a hydraulic elevator mechanism. 1255 1256 1257 1258 hydraulic piston. The piston is moved up and down by admitting water above and below, and the motion transferred through the chain to the large drum around which the hoisting rope is wound. Fig. 1259 represents the general arrangement of a hydraulic elevator, in which all the machinery carries the weight of the car and its load, except that of the hoisting rope. A, the reservoir for water on top of the building; B, the reservoir for water in the cellar. Deflection.—These are devices to keep elevator cars from falling in case of breakage of the rope. Google ELEVATORS AND LIFTS. 599 Fig. 1284 represents "Bakewell's safety." A is a wrought-iron slide, 4 inches by 3 inch. Such slides are firmly bolted to the posts on each side of the well-room, and act as guides to the car, and for holding the same from falling if the ropes should break. B is the safety-block. This is made of wood and is fastened to the platform by a strap, C. D is a wrought-iron band, 34 inches square, shrunken around the safety-block to give it additional strength. E is the safety-coil, made of corrugated steel, 14 inch diameter. F is the finger on which the safety-coil rests, and G a rod attached to it. This safety is not operated by springs, but by the weight of the car itself. The breaking or over- turning of one or all of the six cables brings it into action. Four of these cables are attached to the A diagram showing a safety mechanism for elevators and lifts. 600 ELEVATORS AND LIFTS. bottom of the car, through the safety-block. The other two act as safety cables, and do not come into use until the others are overstrained. Whenever this occurs, the weight is thrown on the safety-cupes, by which means the sliders to which they are attached, and on which the safety-mis A diagram showing various parts of an elevator system. rest, are raised, so as to bring the safety-rolls in contact with the slides (which are stationary and firmly secured to the posts) on one side, and the inclined planes on the safety-blocks on the other--thereby wedging these rolls firmly into the slot, so that it is impossible for the car to go down a single lock until a readjustment is made. Copyright Google ELEVATORS AND LIFTS. 601 **Miscellaneous Hoisting Apparatus.—The following illustrations represent small machinery for raising materials in mills, factories, mines, etc. For ice elevators, see ICE-ELASTICATING APPARATUS.** A sectional elevation, driven by steam or water power, used in the town-marks of Belgium. Fig. 1285 is a front elevation; Fig. 1286, a side elevation; Fig. 1287, a plan of the lower part; the parts are shown in two different positions. The upper part is raised by means of a rope attached to the frame at $a$ of the barrel $A$, which, when the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when the weight is considerable, by a pulley $B$ attached to the chain $C$. The rope attached to the frame at $a$ of the barrel $A$, which, if the weight is trifling, is turned by a wheel on its own axis, and when 602 ELEVATORS AND LIFTS. A vertical lift with a cage-like structure. A plan view of the lift showing the mechanism. A side elevation of the lift. A front elevation of the lift. A horizontal section of the lift. In Fig. 1306 to 1308. Fig. 1306 is a side elevation ; Fig. 1307, a plan ; Fig. 1308, a front eleva- tion ; and Fig. 1309 represents the principle adopted by two of the most successful mining out shafts in the district. An elevator, named to compressed air or pneumatic engines. At the iron-works of Chatelot, near Charleroi, in Belgium, an elevator of this description, and about 50 feet in height, was constructed in 1839, for three blast furnaces, where the melting of the ore is effected by means of coke. The com- pressed air is conveyed through a pipe-work to the top of the shaft, and from thence into the blast apparatus, the air here being compressed at the rate of 4 lbs. pressure on the square inch. Fig. 1310 is a side-ele- vation ; Fig. 1311, a front elevation ; and Fig. 1312, a horizontal section of a part immediately above ELEVATORS, GRAIN. 603 The cylinder. The frame e a, Figs. 1110 and 1111, is composed of upright standards and crossbars, whose joints are, for the sake of durability, overlaid with iron bands. The nine vertical booms b 8-5 form in the plan four equal squares, Fig. 1112. They rest on cast-iron pédestals c e, Figs. 1110 and 1111, which are fastened to the uprights by means of bolts. The upper ends of these booms are connected by the side of each other, the iron arm and other materials are drawn up into a vessel or tube a 4, one of which is shown in Fig. 1113. The lower end of the cylinder is closed by a cover d 4, joined by the wrought-iron bars f f. The cast-iron arms form diagonals of the square, and are at their ends fastened to the uprights by bolts g g. The upper end of the cylinder is fastened to the top of the elevator. The vessels containing the ore, etc., are placed on the iron plate f f resting on the lower crossbar. The square marked by the dotted lines is shown in Fig. 1114. The wheels a a a a are driven by the belt h h (Fig. 1115). The other end of the chain passes round the cast-iron wheel m m and are fastened. The wheels are fixed to the shaft n n by means of pins p p, and are made of cast-iron than those of the other ones, and to whose periphery is fixed the chain p p fastened at its lower end by means of a pin q q (Fig. 1116). The shaft n n is fastened to the shaft o o by a pin r r (Fig. 1117), and is supported by a pin s s (Fig. 1118) at its upper end. The pin r r is packed as in a steam-engine. At the side of the cylinder is the caboose u (Fig. 1119), which is at the same time used as a car for carrying grain or other material. The elevator is worked by means of a rope or cable passing over two pulleys l l (Fig. 1120), which again can be let into the cylinder a a by means of the valve w w (Fig. 1120). This rope or cable is attached to a hook fixed in the cylinder (Fig. 1120), and when it is let down into the cylinder, it draws up all that is contained within it (Fig. 1120). As soon as the valve w w is moved out of its position, as shown in Fig. 1120, the rope or cable is let down into the cylinder, and when it has been let down to its lowest point (Fig. 1120), and then raised again (Fig. 1120), the condenser air acts on the piston and presses it down. The effect of this is that the valves d d are drawn up simultaneously with a velocity surpassing the movement of the piston in proportion to its weight, so that they do not come into contact with each other until after they have been raised away, as the valves are lowered again, while the slide w w is drawn upward, and as the condenser air filling the cylinder passes through it into the cylinder, it forces out some air from between the piston and that of the counterbalance F F. The second part of this invention consists in providing an apparatus for elevating ores and other materials to be used in smelting of ores and smelting of ores, Figs. 1233 to 1236. The main part of the machine A consists of an endless belt B B (Fig. 1233) which revolves about an axis C C (Fig. 1234). On one part of this trentle is an indented wheel D D which corresponds perpendicularly with a similar wheel, atched on another part of this trentle on the ground. Passing round these two wheels D D and E E respectively, one part in motion by one or several men, who turn the handles of the machine A consisting of a piston- wheel E E (Fig. 1235) which revolves about an axis F F (Fig. 1236) corresponding wheel at one side of one at foot of the machine A (Fig. 1237). When the lower wheel revolves together with the endless chain just described, over the indented wheel D D, it causes them to move towards each other and thus increase its rotation. On the side of the chain ascending to the workmen's hands, there is attached by means of a hook fixed in the rod, at as at R R and others, to which are attached hooks h h h h to the bricklayers on scaffolding. The empty hooks h h h h are put on this scaffold at H H and descend to ground where they are detached at as at H H. The chain may be lengthened or shortened according to need; if a story is added to scaffolding, trentle is placed under it so that it does not touch ground as required. As top is a lever for tightening or releasing chain A A, as occasion may re- quire. For example T T K T K (Figs. 4444) shows hoisting materials via broken bricks, for example stones, gravel, sand, coal dusts, chippings, etc., Fig. 4444 is an enlarged view of T T K T K. For elevators and other hoisting apparatus used within mines see MINES AND MINERALS; For grain ele- vators see Elevator; Grain Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Elevator; Eleva 604 ELEVATORS, GRAIN. again when sent out. The removal of the grain from one spot to another, necessitated by these operations, is almost wholly effected by machinery in a very small space and in a very little time. There are elevators which may be used for the purpose of sending grain from one spot to another, and those may take in from 5,000 to 8,000 bushels an hour, and send out twice that quantity in 1836. the same time. If it be borne in mind that the distinctions of shipper, receiver, and owner have to be kept up, it will be seen that the problem solved by the grain elevator is a very complicated one. The building is constructed of brick and stone, with a basement below ground level, and raised cars running into them on a level with the adjoining ground. The grain is shoveled from the cars into receiving bins at the top of the building, and then conveyed by means of a hoist or elevator part of the building. In order to weigh it, it is supported at the beginning of its downward motion in a hopper resting upon a scale. To clean it, it is let fall from the top of a cylinder 13 or 16 feet long, up which a water stream is directed. The grain is then conveyed by means of a belt or screw into which the building is divided, which are generally about 10 feet square and from 80 to 60 feet deep. The elevator itself is usually placed in the center of the building, and is connected with its own accord through an orifice of limited section. A small annex to the principal building contains the engine and other machinery necessary for operating the elevator. The elevator itself forms the upper part of the building, which drive the elevators. Such are the general arrangements of an elevator building. As an example of improved construction of grain elevators, elevations and plans of the Carson elevator are presented in Figs. 1314, 1319, and 1320.* The structure is located at Cotton, near Baltimore, on the Patapsco River, at a point where the river has a mean distance of 500 feet from low-water line. The foundation is of piling 80 feet long, spaced about 2 feet from water-line. The piling was driven with steam-pumps. On each side of the piling were driven two rows of sheet-piling, and the whole space filled with oyster-shells and small stones, forming a solid foundation of great strength and stability. Upon the tops of the piles was laid a platform 121 feet wide by 75 feet long, and this was covered with wooden planks 2 inches thick. This was of sawed timber held close, and well secured by lag-bolts and locust treenails. The principal elevators are placed on this platform, and will serve as a guide to indicate relative proportions in designing buildings of similar character. *Engineering, xxii., 371. A diagram showing the interior layout of a grain elevator. ELEVATORS, GRAIN. 605
Length from outside to outside of posts. 142 11
Width at base. 81 0
Height from masonry to top of main rafter at centre. 139 6
Height from masonry to top of main rafter at clear span. 82 4
Thence to top of grain-hose. 25 0
To under side of next floor-beam, 11 1
To top of next floor-beam, 11 1
To top of main rafter. 11 1
Vacuuming pipe.
There are 144 rectangular bins; one is used for piping and one for a hoisting pit, leaving 143 for grain. One-half of the number measure 7 feet 4 inches by 7 feet 6 inches by 60 feet inside, ex- plaining where each hoisting tube passes through the bin, in which case a partition is cut out, A detailed plan of an elevator building with multiple levels and various components labeled. making a bin 10 feet 3 inches by 7 feet 6 inches by 60 feet inside. The cylinders are located above the grain-hose at the land end of the building; they are hollow, with two cylinders 16 inches in diameter and 24 inches stroke. A piece of 4-inch gas-pipe, supported by bearings, extends through the center of each cylinder, and is connected to a steam-pipe, which supplies the necessary move- ment of 12 feet and about 14 double strokes per minute. To this gas-pipe, at each elevating tube, two large scoops or shovels are attached by ropes passing through loaders properly arranged ; by 606 ELEVATORS, GRAIN. means of these men are quickly unloaded. The centre line of shafting passes through the centre of elevating tubes, and at each tube is a paper friction-pulley, 1 foot 6 inches in diameter, belt of disks of best quality of Manila paper, under a pressure of 60 tons, and secured by heavy ful- lows and a strong rope. The shafting is 3 feet 8 inches in diameter and 22 inches face; it has adjusting machinery attached to its short A diagram showing the arrangement of the elevator system. shafts. In the boot at the base of the elevator is a drum-pulley 9 feet 6 inches in diameter, 25 inches face, fixed on a horizontal shaft, and driven by a motor. This pulley is connected with two belts of rubber, four-ply, 20 inches wide; it connects these two last-named pulleys, and is kept tight by the shafthing gear just mentioned. The grain-buckets, of heavy tin, are spaced 12 inches from centres to centres, and are 18 inches deep, 24 inches wide. The bucket is lifted by the upper pulley, which is 48 inches deep, 64 inches wide. The shafting being in motion, the upper half-pulley is lowered, and then raised again by the motor. The buckets are lifted and lowered once every minute, or one-half minute. In front of each elevator tube are placed two sets of Fairbanks scales, each fitted with an iron tank, weighing about 100 pounds. These tanks are filled with water when empty, and when full shoot-speed and valve fitted to the bottom of weighing tank. Under each pair of tanks is a central collecting hopper, having a crane-socket leading from it to the storage bins, shifting conveyer, or shipping machine. The crane-socket is fitted with a lever which can be raised or lowered to have the grain-hose, and extend the whole length of the building. They consist of four-ply rubber belts 30 inches wide and 18 inches deep. They are driven by a motor attached to the shafting gear and placed under the unshelled hoi. They are driven by hoist friction-pulley of paper, and are reversible. They move at a speed of one revolution per second. The crane-socket is fitted with a lever which can be raised or lowered to have the grain-hose, and extend the whole length of the building. They consist of four-ply rubber belts 30 inches wide and 18 inches deep. They are driven by a motor attached to the shafting gear and placed under the unshelled hoi. They are driven by hoist friction-pulley of paper, and are reversible. They move at a speed of one revolution per second. The crane-socket is fitted with a lever which can be raised or lowered to have the grain-hose, and extend the whole length of the building. They consist of four-ply rubber belts 30 inches wide and 18 inches deep. They are driven by a motor attached to the shafting gear and placed under the unshelled hoi. They are driven by hoist friction-pulley of paper, and are reversible. They move at a speed of one revolution per second. The crane-socket is fitted with a lever which can be raised or lowered to have the grain-hose, and extend the whole length of the building. They consist of four-ply rubber belts 30 inches wide and 18 inches deep. They are driven by a motor attached to the shafting gear and placed under the unshelled hoi. They are driven by hoist friction-pulley of paper, and are reversible. They move at a speed of one revolution per second. The crane-socket is fitted with a lever which can be raised or lowered to have the grain-hose, and extend the whole length of the building. They consist of four-ply rubber belts 30 inches wide and 18 inches deep. They are driven by a motor attached to the shafting gear and placed under the unshelled hoi. They are driven by hoist friction-pulley of paper, and are reversible. They move at a speed of one revolution per second. The crane-socket is fitted with a lever which can be raised or lowered to have the grain-hose, and extend the whole length of the building. The working of each line of elevators is as follows: Four cars of grain having been passed by the inspector's office into one car-train (or train), they proceed down one line until they will have the doors nearer opposite elevator. The car doors having been opened, two stations enter each car with their respective scales; these scales weigh out exactly one ton from each car into receiving hopper. The space which receives the scoop is attached so as to work alternately; this causes a continuous flow from all cars into receiving hopper until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighed out into receiving hopper; this process continues until all cars have been weighted ELEVATORS, GRAIN. 607 working one kind or lot of grain to be stored in one part of the house, the cranes-spouts which can reach those bins may be used, and the remainder of the grain be discharged upon the shifting con- veyers, and by them placed in the bins. Similar use is often made of shipping conveyors when working with large quantities of grain. In this case, the grain is loaded into the vessel, after which it is moved, the elevator being a long distance from the point leading to the vessel. Should vessel be unable to receive the grain at once, it is conveyed to a storage place, where it is kept until then stored off required. When grain in the house or storage bins is to be shipped, spouts are attached to the bottom of the bins, and a stream of air is blown through them. The air is a con- tinuous stream, elevated as before described, weighed at the top of the house, and discharged through crane and shipping spouts into the ship. When grain is to be delivered to a factory, it is delivered in the regular way, weighed, and discharged into the foot of the cleaning elevator, by which it is lifted to the top of the house and delivered into a feed hopper. This hopper is 3 feet wide by 5 feet long and is set at an angle of 25° from horizontal; it is driven at a speed of 1,100 feet per minute. From this hopper it passes into four main elevators, each 8 feet wide by 5 feet over the end; the grain passes straight down and out on inclined plane to a wind-scoop 4 feet by 4 feet, where it is met by strong current of air. The unsorted grain, dirt, and chaff are carried off, and the cleaned grain falls into a second hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into a third hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into a fourth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into a fifth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into a sixth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into a seventh hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an eighth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into a ninth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an tenth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an eleventh hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an twelfth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an thirteenth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an fourteenth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an fifteenth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an sixteenth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an seventeenth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an eighteenth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an nineteenth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an twentieth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an twenty-first hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an twenty-second hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an twenty-third hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an twenty-fourth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The clean grain falls into an twenty-fifth hopper 3 feet wide by 5 feet long. This hopper is also driven at a speed of 1,100 feet per minute. The elevator shown in Fig. D22—The principle on which this ap- paratus is based is that when divided solid masses are mixed with air in such manner that they are separated from each other according to their specific weights; these masses will vary according to the law of ordinary fluids. It may be demonstrated mathematically that in the semi-fluid column pressures vary as in ordi- nary fluids; but that when these pressures become equalized up to a certain limit; then the solids may be elevated to any height beyond which they cannot pass; and that when these pressures are ob- served; that when the specific weights of the semi-fluid column is too great for its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its weight exceeds its own weight; then it will fall back again; and that when its ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus is based is that when divided solid masses are mixed with air in such manner that they are separated from each other according to their specific weights: these masses will vary according to the law of ordinary fluids: It may be demonstrated mathematically that in the semi-fluid column pressures vary as in ordinary fluids: but that when these pressures become equalized up to a certain limit: then the solids may be elevated to any height beyond which they cannot pass: And that when these pressures are observed: That when the specific weights of the semi-fluid column is too great for itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that when this weights exceed itself: Then it will fall back again: And that ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus is based is that when divided solid masses are mixed with air in such manner that they are separated from each other according to their specific weights: these masses will vary according to the law of ordinary fluids: It may be demonstrated mathematically that in the semi-fluid column pressures vary as in ordinary fluids: but that when these pressures become equalized up to a certain limit: then the solids may be elevated to any height beyond which they cannot pass: And ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus is based is that when divided solid masses are mixed with air in such manner that they are separated from each other according to their specific weights: these masses will vary according to the law of ordinary fluids: ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus is based is ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) The elevator shown in Fig D22—The principle on which this apparatus ![image](image-url) This diagram shows how air currents are produced within the chamber. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within the chamber so as to maintain constant velocity throughout all parts of N' (the number) sections. In order to regulate the pressure within 608 ELEVATORS, GRAIN. leaving the ventilator should have a determined value for each kind of grain. The rising tube is gradually increased in diameter so as to diminish progressively the velocity of the grain as it approaches the outlet of the elevator. The outlet of the elevator is formed by one conicentric ring, and the outlet of the aspiration tube is enlarged so as to diminish the stagnation of the air. The air is conveyed through the outlet by means of a piston or a cone or conical original re-circulator. This regulator is placed around the rising tube, and is in such position that it prevents any flow of pass- ing from the ventilator, and hence modifies the velocity of the extruded air. This arrangement is said to give a more uniform current of air than that obtained with a simple vent. It has been determined by experiment that by giving the air a velocity of circulation of 54 feet per second, grain may be lifted to a height of 70 feet; with a velocity of 36 feet per second, 100 feet; with a velocity of 24 feet per second, 150 feet; with a velocity of 18 feet per second, stones in pieces large enough for manhandling may be lifted; with a velocity of 143 feet, heavy bodies, such as barrels, kegs, etc., may be lifted; and with a velocity of 120 feet, large spikes, screw-bolts, corks, etc., and iron chains have been thus lifted without difficulty. Fig. 1332 represents a simple form of elevator for unloading vessels. The extremity of the chute C is inserted in the hold of the vessel about to be discharged, its height being regulated by its ![Diagram showing a simple form of elevator for unloading vessels.] guides-fences and pulleys. The machine is put in motion by means of the steam power at an engine-wheel B, whose spur gear drives the disposer attached to the shaft G, which turns two pulleys tightly stretched over the wheels at A and C; the grain is brought up to a height of 70 feet, and dis- charged by means of the small spout attached to the elevator into the weighing machine ; from thence by means of another spout it is conveyed into a hopper on the roof, containing an Archimedes' screw, by the use of which and the elevator the grain may not only be placed on any particular floor in the warehouse, but may be transshipped. ELEVATORS, GRAIN. 609 Floating Elevator.—Figs. 1238 to 1245 are a plan, cross-sections, and longitudinal section of a floating elevator designed by Messrs. Gill & Mansfield of New York. This kind of elevator is used for transferring grain from one vessel into another. By means of them, ships can take their con- A diagram showing the layout of a floating elevator on a ship. The top left shows a plan view with a crane and a grain hopper. The top right shows a cross-sectional view of the elevator. The bottom left shows a longitudinal section of the elevator. The bottom right shows a detailed cross-sectional view of the elevator. 1238 1239 1240 1241 610 EMERY-GRINDING. Segment of grain while lying in their doors and receiving the rest of their cargoes; avoiding thereby the expense of moving to a storage elevator, as well as the expense of storage, as grain coming into port by boat can be immediately transferred to the storage elevator, which is considered as a saving. The work of the elevator is performed on the ordinary model. The one here described is 100 feet long on the keel, with 10 feet depth of hold and 32 feet beam of head and sides. The elevator is divided into two compartments, each compartment being provided with a screen arranged so as to be disconnected from the propelling apparatus when its service is required for elevating pur- poses. The elevator is equipped with a revolving screen, a hopper, a revolving elevator, a revolving cleaning, and transferring 5,000 bushels per hour. In the figure, at A, the boat elevator; at B, the yoke in which the boat elevator hangs; C, a screen; D, a revolving elevator; E, a hopper or pit; F, the screen; G, the wind-spout; H, the shipping elevator; J, the shiping spout; K, the tail; L, a mast for holding the screen in place; M, a mast for holding the wind-spout in place; N, a mast for holding the screen in place; O, a mast for holding the wind-spout in place; P, an inclined, perforated sheet of Russia iron into the wind-spout; Q, where it is used in its descent by a strong current of air; R, a screen for separating the sand and dirt from the water; S, a screen for separating matter in the grain as it goes through out the outlet X. Into the river, the grain falling to the end of the slope Y is conveyed by means of a belt which is again raised and passed out through the shipping spout J into the second compartment. EMERY-GRINDING. Emery wheels are employed mainly for producing cutting edges and for smoothing purposes. They are made of hard stone such as granite or quartz. The grinding is done by means of nature's duty. It is indeed somewhat difficult to separate the grinding from the polishing duty, as we see that they are both performed by means of emery wheels. The term "polishing" is properly termed that of polishing. The duty of said emery wheels, composed of even the finest grades of emery, is usually termed emery-grinding although the result attained is in many cases that of some ordinary grinding. The solid emery wheel is an American invention, and has in its smaller sizes attained great promi- nence in all branches of industry. It consists essentially of a solid block of emery cemented together with or inserted into a true edge, or of hardened surface to form a true conformation. The larger size of solid emery wheels has been found to be too expensive for most purposes. The solid emery wheel is either too bulky or so objectionable to the workman's operations as to render the manipulation both tedious and crude. Among this class of operations may be enumerated the grinding of joints, wherein it is necessary to cut off pieces from metal parts to make them fit together with smooth inner surfaces of hollow iron work. In all the latter classes of work however, the emery wheel has displaced other methods because it can be used more easily than any other tool and does not require any special skill on part of those who use it. It is also used for smoothing purposes. For it is an indispensable fact that while it can run a grindstone yet a large grindstone will remove a given quantity of metal in less time than any emery wheel, even of the largest size yet made. Another and very successful field of operation occasioned by this fact is that wherein it is desired to smooth down rough surfaces on cast-iron pipes, dishes and the surfaces of steel or cast-iron cast-rolls may be and are finished more true and give four times greater efficiency than could be obtained by any other method. In all cases of the employment of emery-wheels in places of cutting tools, the operator is considerably assisted by having them placed upon an inclined plane or upon a table which can be moved up and down by steps. In this way he can obtain an angle between his hand and arm sufficient to permit him to apply pressure upon by steel pieces, the emery-wheel cannot compete with the ordinary lathe, planer, or milling- tool. And although this emery-wheel cannot compete with the planer or milling-tool in producing flat surfaces upon cylindrical surfaces, it is out of place in those operations carried on in which it would be necessary to produce flat surfaces upon cylindrical surfaces. This tool has been used extensively in all branches of industry and has assumed a very important position. This is largely due to its strength in proportion to its weight and its ability to cut at high speed without breaking down under heavy pressure. These properties make it an excellent tool for cutting metal at high speed. It has been found that these properties are possessed only by emery wheels which have been made from material having an absolute thickness (or "face," as it is commonly termed) not unfrequently used at a speed of 500 feet per minute (measured at circumference) per minute; whereas it would be impossible for any other material to do this work at such speed without breaking down under such pressure as would break it no matter what speed it was run. Indeed, in the superior strength of the emery wheels of the maker mentioned above lies one reason why they have become so popular in all branches of industry, recesses, etc., and can be run at any requisite speed under 500 feet per minute, and with considera- ble pressure upon either the circumferential or radial faces. A diagram showing an elevator system with various components labeled. EMERY-GRINDING. 611 The distinctive feature of the various makes of solid emery wheels is the material used to cement the emery together, and much thought and experiment is now directed to the end of discover- ing some cementing substance which will completely fill all the requisite qualifications. Such a material has been found, but it is not yet generally adopted, and it is not likely that any such cement can be so high in price as to make it worth while to use it. The cemented wheel is made by placing the emery on the high speed plate at which these wheels must run to work economically; and it must neither be too fine nor too coarse, but just right for the purpose. It is also necessary that the surface of the wheel, or in other words, it should wear away about as fast as does the emery. It must be capable of being mixed uniformly throughout the emery, so that the wheel may be uniform in grinding power, and it must be capable of being removed from the face of the wheel when worn out. It is also necessary that this cement shall be able to hold its place under the pressure of the emery, or combine with the cutting and form a plane on the wheel. This plane is in fact one of the most important features of a good wheel, and it is well known that a wheel without this plane while it is a requisite for polishing wax, as will be explained further on. Many of the experiments to produce a cemented wheel have been made with a view to producing a plane on the face of the wheel under about the same amount of duty as is necessary to wear away the cutting angle of the grains of emery, thus allowing the emery to become detached from the wheel, rather than to remain upon it as a plane. In order to produce this effect, it was found necessary to use a very fine emery, and Mr. W. prefixed signifies that the wheel thus made may be used with water; H., that the wheels are com- ponent parts of a machine for grinding metal; G., that they are made of a mixture of metallic charcoal; that is, leather acted upon by acid (used to prevent shrinkage) and glue; T., Orthorhombic silicate of lime; S., Silica; P., Phosphoric acid; C., Carbonate of lime; and chloride of calcium; cellulite; T., Oxidehyde of magnesia; W. H. Infants; il. Pure gum. The speed at which an emery-wheel may be run without danger of burning varies according to the kind of material ground and to the nature of the work done. For example, when grinding metallic material and excellence of manufacture. Hence, although a majority of manufacturers recommend a speed between 3000 and 5000 feet per minute for grinding metal, yet in some cases, while it would be positively dangerous in others. It is in fact impracticable in the operations of grinding metal, because it requires more revolutions per minute than can be obtained with any re- crease of revolutions to compensate for the wear in the diameter of the wheel. Suppose, for ex- ample, that a wheel when new is a foot in diameter, a speed of about 1000 revolutions per minute being required for grinding metal. Now suppose that after running for some time, say two hours, the resolutions would require, to maintain the same circumferential speed, to be about 800 revolutions per minute. In this case we see that we have lost one-third of our original speed. Therefore, in order to main- tain a uniform circumferential speed does not exist, the usual plan adopted being to run the large- wheel at a constant speed until it becomes worn down to such an extent that it cannot be kept up at this speed, and then to reduce its diameter by taking off a little from each side until it again attains this speed. This process is continued until finally only one-third of its original diameter remains. Thus we see that if we wish to grind metal with a wheel having a diameter equal to that which we desire to obtain after grinding, we must adapt ourselves to a uniform speed per minute in order to obtain our result. The ordinary wheels used, and to make such changes in the speed of the wheel during wear as can be accomplished by changing the belt upon a three-stapled non-pulleys, and perhaps one or at most two changes of belt. Thus we see that if we wish to grind metal with wheels having diameters varying from 1 inch to 12 inches, upon machines equipped so suit their diameter, and to transfer them to faster-speeded machines as only an approximation to a uniform speed per minute can meet our requirements. The ordinary wheels are usually made in two sizes only—small wheels being adapted to certain work, and the breadth of face and form of the edge of the emery-wheel are very often made to suit the particular work for which they are intended. They are usu- ally purchased of such a size, form, and grade of emery as will give them sufficient strength and durability for their pur- pose. Neither is it as a rule practicable to transfer these wheels from one workshop to another without making suitable adjustments for running small wheels as a rate of speed sufficient for their purposes can never be obtained with larger wheels. The speeds recommended for the various sizes are given below: | Size | Speed | |---|---| | Small | 2000 | | Medium | 3000 | | Large | 4000 | The average circumferential speed per minute obtained in workshops averages between 2000 and 4000 feet per minute, and loss in diameter, and from about 8,000 to 9,500 feet per minute. When loss in diameter occurs owing to wear on both faces, are not unfrequently run at much greater speeds. The ordinary wheels are usually furnished with spindles by the flanges upon the face; for if the hole of the wheel fits tightly upon the driving-spindle or arbor, and the latter should become heated, the heat will cause expansion and contraction which will cause looseness in connection with one or both faces of the wheel without extensive rotation in the circumferential speed of the wheel at the take-up place, which will cause undue strain upon them. To avoid this difficulty, it is advisable always to use new arbor ![Image](image) 1877. The spindles or arbors for emery-wheels should have a solid arbor for the wheel to rest upon, and a washer and nut on either side. The arbor should be such that the resistance offered by it shall not exceed 15 pounds per square inch pressure upon either side; otherwise the latter will act as soon as possible loosened. It is obvious, therefore, that when an arbor drives the wheel through its own weight alone, no considerable force will be required upon either side at any point. When the wheel is composed entirely of metal, that is to say, when no metallic centre is used, it is an excellent plan to place an arbor upon each side which shall fit snugly into holes drilled in suitable wooden blocks placed on top of the inside face of the collar may be made slightly hollow so as not will be at least half way around before any appreciable heat will be produced on either side. The surface most firmly gripped shall be at that over diameter of this will 612 EMERY-GRINDING. Aim to secure its truth as well as to maintain the grip. If the wheel requires to be taken off or al- low the arbor occasionally, it is well to bore the hole in the wheel enough larger than the size of the ar- ber to admit of a lead ferrule being put into the wheel, and then bored out to give the arbor as easy work as possible. The ferrule must be made of a material which will not be affected by the heat of the balance of the wheel. The balance of every wheel is a very important point ; for, unless the wheel itself as well as the arbor and bearing be properly balanced, the great velocity of the wheel will cause vi- brations and unsteady motion, which may be dangerous. In 1875, Mr. J. H. B. Delavalle, Delaware, found that the difference in the density of cast-iron arbors moulded historically was suf- ficiently great to mar considerably the grinding operations for which that firm have been specially equipped. The arbors are made of cast iron, and are provided with a base of sufficient height and body to insure stability in the castings. Each piece is separately balanced, and the balancing is done by means of a lead ferrule, which is inserted in the hole in the arbor. How- ever, it is impracticable to secure in all cases perfect truth as well as balance, especially in the wheel shown in Fig. 128, where the diameter of the wheel is 30 inches. For this reason, it is found that accurate work performed at high velocities, it is found to be preferable to turn up the perimeter of the wheel trun, and to vary the thickness of the wheel on diametrically opposite sides when this is necessary. In order to obtain this result, a tool is employed which revolves through a hole bored through the medium of the arbor, pulley, or collar; because in that case, though the whole may be balanced at first, the face of the wheel may become unbalanced after some time has elapsed. The method of operating upon the wheel to balance it is so as to adjust the centre of the arbor, or apparatus upon which it is mounted, so that when it revolves through a hole bored through its periphery, it is sufficient to allow the face to true up when the wheel is balanced, taking very light cuts and trying the balance after each cut. The tool employed to turn emery-wheels in this sort or thick diamond held in as iron stock as possible, and having a flat face on one side only. This tool is turned round with a rapidity against the weight of gravity. The grades of emery used for solid emery wheels, and the smoothness of the duty as compared to files are as follows:
No. Number of Cut. Grade of Cut. No. of Emery. Grade of Cut. Number of Emery.
10 to 15 Wood rasp. 40 to 60 Second-cut Emry. 40 to 60 Second-cut Emry.
15 to 20 Rasp file. 70 to 80 Smoother file. 70 to 80 Smoother file.
20 to 30 Rasp file. 80 to 100 Smoother file. 80 to 100 Smoother file.
30 to 40 Bastard file. 120 Bastard smooth file. 120 Bastard smooth file.
Emery-Grinders.—The machines in which solid emery wheels are used are termed emery-grind- ers, and among them there are various kinds differing greatly in their construction. In general, work the class of machine shown in Fig. 129 is employed, the rest A and B being adjustable and secured in position by means of hand-screws C and D respectively. This class of grinders is generally used for precision work in machine shops. The rest B is made angular to facilitate the grinding operations performed on the side as well as on the diametrical face. In using this class of machine, it is highly essential to distribute evenly over all parts of the wheel face, thus preventing any tendency towards warping or distortion. In Fig. 129 is shown a machine designed by the Tantle Company for grinding wood-planing machine knives or cutters. The knife is clamped at the regul- able angle required by means of two screws E and F. It is then fed into position by a feed rod G, by a self-ejecting feed by belt and piston-gear at the back of the ma- chine. A is the emery-wheel secured to the arbor, driven by the step-pulley B. C is a plough-shaft, A diagram showing a woodworking machine with an emery wheel attached to an arbor and driven by a step-pulley B. A plough-shaft C is also shown. 185 EMERY-GRINDING. 613 several to the traversing rest $D$. $E$ is the carriage supporting the rest $D$. $F$ is the bed upon which the carriage $E$ slides. $O$ is the hand-wheel by which the hand-chain feed is operated. $H$ is a driving-pulley, to be connected by belt to the feed-pulley $A$, which operates the feed-gears shown. A diagram showing a grinding machine with various components labeled. For grinding circular work, such as spindles, arbors, or bearings, the class of grinding machines shown in Fig. 1328 is employed. The particular machine illustrated, and the two shown in Figs. 130 and 1351, are the design of Heeres, Brown & Diary of Providence, R. I. In Fig. 1328, the base forms a support for the machine, and also provides a convenient closet for holding wheels and such A diagram showing a grinding machine with various components labeled. parts or attachments as are not in use. Supported on this base is the bed, inside of which are the feed-works of the machine. This bed is provided with a slide for the sliding table $C$, while table moves automatically, similar to the table of a planing machine, and is of sufficient length and of a suitable form fully to protect the slides and feed-works from grit and dust. Placed upon the table $C$ is the 614 EMERY-GRINDING. additional table $A$, fastened in the middle, so as to allow a lateral movement of the ends, which is regulated by the tangent screw $a$ and gauged by a graduated arc. Upon the table $A$ are fastened the head $B$ of the machine, the upper part of which is hinged at its lower end, so that, by the lateral movement of the table, always kept in line, either for straight or taper grinding. The head stock also may move upon a perpendicular central bearing, allowing the spindle to be placed at any given angle with the table. The head stock is provided with a universal joint, so that the head of this head is graduated to degrees. One of Heron's inch universal chuck is fitted to the spin- al $d$ of the head stock, which is connected with the feed screw $e$. The feed screw $e$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. The feed wheel $F$ drives the feed wheel $F$, which is connected with the feed screw $e$. Thefeed-wheel F drive 1831 1832 driven by bolt from the drum A, latter extending across the machine, so that belt may travel along at or near sliding head carrying on emery-wheel is fed. To maintain tension of emer- yewel, belt must be adjusted by means of eccentric arm attached to shaft to which A is attached, and carrying at one end ground stop-pieces or cone C and frame D. E is a telescopic arm attached to shaft B, and having two arms, one of them con- trolled to revolve about plane of motion at any angle. Frame A being from its top as- shown diagrammatically, it will be seen that it can be moved up or down at will. The twist of emery-wheel permitted by telescopic arm enables it while being driven by bolts G and H, to be traversed or operated upon any surface; while counterweight J operates to relieve this tension. In order to hold handle H H, it has been found necessary to use emery- wheel to its work by holding handle H H. Emery wheels are made in various forms of wood fastened together by gluing, and with wooden pegs in place of nails or screws. The joints of these sections or segments that are to be joined are cut off square and then put into a press and heated until they become soft enough for forming one layer of them, next section would have its joints come to desired line. A R C E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O T E T C O 1833 EMERY-GRINDING. 615 to do so before the pieces are worked up into the wheel, because if the warping takes place afterward it will be apt to throw the wheel out of true. To cover the circumference of the wheel sole leather is used, its thickness being about a quarter of an inch; it should be put on soft and not hardened by rubbing with sandpaper, but should be allowed to dry thoroughly before use. The sole leather should be straight, but diagonal with the wheel face, the leather at the edge of the joint being chamfered off as shown in Fig. 1350 at d, and the joint itself as shown in Fig. 1351 at e. In order to make the work with a blow, as well as presenting a becoming cutting edge, which would mark marks in the work. It is necessary to have a concave joint, having one-eighth of an inch clear of polishing ma- terial, and this is done by making a concave joint in the shaft it should be put on so that it will run in the direc- tion of the wheel face. In working large wheels, the wheel running from him, as is usually the case with large wheels, that is to say, wheels over 18 inches in diameter. In order to prevent the wheel from breaking, it is necessary that the action of the work be to smooth the edge of the leather joint upon which the wheel rests, and that this edge of the joint, which would tend to roughen it up and turn it out of true. This can be accomplished by applying a glaze which may be slightly soaked first in hot water. The glaze should be put on very hot, and the leather applied quickly and bound tightly round the wheel. The action of the wheel is glint to the wheel is not in Europe to further facts is that when a wheel is made of wood and iron, it is necessary to have about a foot of the stem of The manner of putting the emery and fanning it upon the wheel is as follows: The face of the wheel is well sup- plied with emery, and then a piece of cloth is placed upon the wheel in the emery; but in this case the emery does not adhere well to the leather. The method of fanning is performed as follows: Let a piece of cloth be placed upon the face upon the shaft, and either rest it upon a second or third piece of cloth, so that when the wheel can resume upon the same. The emery must be brought about a foot of the stem of ference of the wheel, and cover it as quickly as possible with the emery; after this has been done, about three-fourths of an inch thick and 25 inches long, the width being somewhat greater than that of the sole leather. When this has been done, let a piece of cloth be placed upon the face of the wheel, work it by hand, and under as much pressure as possible, back and forth, so that each end will alternately approach the circumference of the wheel, as illustrated in Fig. 1354, the movement being in such a direction that it will not only smooth out all irregularities in the surface of the wheel, but also be brought to bear upon a small area of the emery and leather, and two hold much more firmly together. The emery thus glued will be thicker at the junction of the guiding operations; but it is Google the practice where this plan is employed to true up the new wheel by a round iron bar resting upon a wooden frame; every day for ten days or more until these wheels are turned at about 7,000 feet per minute. The finest of emery applied upon wheels of this kind is used for cast iron, wrought- iron, and steel, to give to the work a good ordinary machine finish. But if a high polish or glaze is 616 ENERGY, POTENTIAL AND KINETIC. ENGINE, POTENTIAL AND KINETIC. See DYNAMICS. ENGINE, ELECTRO-MAGNETIC. See ELECTROMOTORS. ENGINE, WASHING. See PAPER-MACHIE. ENGLISH ENGINEER. See VAPOR. IF the products of combustion, after leav- ing the furnace of a steam-blower, are forced into the boiler, by means with the water and steam, instead of being allowed to escape through the exhaust-pipe, they may be condensed and returned to the boiler from the fuel. There have been numerous engines invented to apply this principle, and some of them have been found to be very successful. The success of these engines has been due partly to their mechanical difficulties that have interfered with their continued success, so that it is scarcely ne- cessary to present detailed descriptions showing their construction. The reader will find numerous articles on this subject in the "Engineering Magazine," and also in the "Transactions of the Institution of Mechanical Engineers." The theory of heat-engine work was first developed by James Prescott Joule (1818-1889), in his "On the Theory of Heat and Steam Engines," by J. B. Boulton, published in the "Journal of the Franklin Insti- tute" for July, 1850, and in "Philosophical Transactions" for 1850-51. In this paper he showed that the work done by a steam engine depends upon the temperature difference between the hot and cold reservoirs, and that this difference can be increased at will by increasing the pressure of the steam. This is known as Joule's law. Another important discovery was made by William Thomson (Lord Kelvin) (1824-1907), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Thomson's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Thomson's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid is heated, its volume increases, but its weight remains constant. This is known as Maxwell's law. It follows that when a liquid is heated, its density decreases, and therefore its specific heat increases. This is known as Maxwell's law. Another important discovery was made by James Clerk Maxwell (1831-1879), who showed that when a liquid ENGINES, AIR. 617 This vessel $S$, which is the heat-intercepting vessel, is to be filled with fire-clay at the bottom, and also charcoal, or other non-conducting substances toward the top, its object being to prevent any mense or injurious heat from reaching the working piston $B$; Fig. 1388 represents a sectional plan of Fig. 1387. A diagram showing a sectional view of a steam engine. 1387 The piston-rod $a'$ only receives and transmits the differential force of the piston $b$, viz., the excess of the pressure on one side over that on the other, and this force may be communicated to machinery by any of the ordinary means, such as links, connecting-rods and cranks, or it may be transmitted directly for such purposes as pumping or blowing. The control valves $K$ and $F$ may be worked by hand or by the ordinary means, such as levers or cranks, A diagram showing a valve mechanism. 1388 provided the means adopted be so arranged that the valve $K$ will begin to open the instant that the piston $b$ arrives at the full up stroke, and he again closed the instant the piston arrives at full down stroke, while the valve $F$ is made to open at the same moment, and to close shortly before or at the instant when the piston $b$ arrives at its full down stroke. This arrangement allows both pistons $A$ and $C$ to arrive respectively at its up and down stroke, similar to the slide-valves of an ordinary high-pressure engine. Google 618 ENGINES, AIR Before starting the engine, fuel is put into the firebox $R$ and ignited, a slow combustion being kept up until the heaters and lower parts of the regenerator shall have been brought to a tempera- ture of about 300° C. The hot gases then pass through the firebox $F$, and enter the receiver $G$ through the pipe $Q$, until there is an internal pressure of some 8 to 10 lbs. to the square inch. At this time the valve $J$ is then opened, as shown in the figure; the pressure entering under the valve will cause the piston $P$ to move down, and thus open the exhaust valve $K$. The exhaust gases now flow out through the pipe $L$, and are conveyed by means of a steam-pipe to the boiler $B$. The steam-pipe is connected with the boiler by means of a valve $V$. The steam-pipe is closed when the engine is running, so that no steam can escape. The air drawn into the cylinder $A$ during the full down stroke, the valve $K$ is closed and the valves $J$ and $V$ are open. As soon as the piston has passed over its dead center, the air will be admitted into the heater $H$, and further into $C$, the temperature of the air augmenting and the volume increas- ing as it passes through these parts. When all of this air has entered, the exhaust valve $K$ will be consequently closed, suffice to fill the larger spaces in $C$. Before the piston arrives at the top stroke, the valve $V$ will be closed, and at this moment, if any steam-pipe be open, the pressure of steam below being thus removed, the piston will descend and the heated air will flow through $k$, $\rho$, and $\sigma$ into the regenerator $M$, and in its passage through the numerous small spaces or void between these parts, it will become heated. This heated air will then pass out through $m$, and a passage off at $o$, nearly deprived of all heat. The commencement of the descent of the piston will occur when this heated air has filled all of those spaces which are not yet filled. After this has taken place, a portion of air is taken into the cylinder $A$. At the termination of the full down stroke, the valve $K$ is closed and the valves $J$ and $V$ are open. During this stroke, a certain number of strokes of the pistons of the water or other matter in contact with them. The position of these pistons is such that they may be moved by one or more strokes of the engine, more or less, which may be effected either by hand or by a suitable comman- der to the engine. In order to effect this movement, a lever is attached to each piston, as shown in fig. 17. By moving this lever in the direction indicated by arrows, it is possible to move either one or both pistons forward or backward through a certain distance. Thus, by moving one or both levers in opposite directions, it is possible to move either one or both pistons forward or backward through a certain distance. This arrangement allows for a greater degree of control than would be possible with a single lever. It also allows for a greater degree of control than would be possible with a single lever. This arrangement allows for a greater degree of control than would be possible with a single lever. It also allows for a greater degree of control than would be possible with a single lever. The relative resistance of the supply and working cylinders will depend on the expansibility of the acting medium employed; thus, in using atmospheric air or other permanent gases, the difference of the area of these cylinders will be very slight; but in using water or other liquids having a much greater expansibility slightly, the difference of area should not exceed one-tenth. In employing any other medium than atmospheric air, it becomes indispensable to connect the outer pipe $p$ and the valve-boxes of the outer water-cylinders with a pump (fig. 18), which draws water from some large reservoir containing the requisite connecting-pipes. The escaping air at full speed when such connecting-pipe has been applied, forms a vacuum in these pipes; but as long as this vacuum exists, no water can enter them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no water enters them; hence, when full speed is attained, no水 ENGINES, AIR. 619 the cylinder, and at the completion of the stroke of the working piston are exhausted, passing through a regenerator and thus being deprived of some heat, which is imparted to the next charge. A diagram showing a steam engine with a double-acting cylinder and a regenerator. of air drawn in. There is a double wall around the furnace, and all the air drawn in passes through the space between the two walls, having its temperature still more increased before entering 1840. A diagram showing a steam engine with a single-acting cylinder and a furnace. the furnace. The efficient means employed for heating the air constitute the chief merit of this engine. As shown in Figs. 1840 and 1841, there are two working cylinders A, each single-acting. Google 620 ENGINES, AIR and the compressing pumps are formed by trunks on the upper sides of the pistons. $B$ is one of the pistons, and $B'$ the corresponding trunk. $T'$ is the regenerator. Air is drawn in by the com- pressing pump, through the valve $E$, and forced into the regenerator and furnace through the valve $F$. $F'$ is the exhaust-pipe. The engines that have just been described are necessarily limited to comparatively low pressures, and hence have not been very successful. The reason for this is, that in order to obtain a sufficient quantity of air, it is an essential condition of their design, because the original pressure of the air which is compressed and heated to a high temperature must be restored to its original value before it can be used again, and originally compressed to a high pressure, this difficulty disappears. This purpose is found prac- ticable in many forms of engines, but it has not been generally adopted. In one form of engine, for instance, the air was admitted at a pressure equal to that of the atmosphere, and after heating would be about 15 lbs. per square inch. But if the supply of air were drawn from a reservoir, and heated to a temperature equal to that of the atmosphere, then it could be brought to the same point as in the former case would be to double the original pressure, making it 30 lbs. per square inch. This form of engine was invented by Sir Humphry Davy, and embodied this significant principle, and that too in the face of the example afforded by one of the first air-engines ever constructed. It will be seen that this invention was much more economical than any of its successors. Reference is made to Stirling's engine, invented by Robert Stirling of Scotland in 1827, and put into operation at the Dundee Foundry in 1840. The construction of this engine is shown in Fig. 1. Two strong air-tight vessels are connected with the opposite ends of a cylinder, in which a piston works in the usual manner. About four-fifths of the interior space in these vessels is occupied by two similar straight vessels or plungers, which are suspended to the opposite extremities of a beam, and capable of being raised or lowered by means of levers attached to them by rods. By the motion of these interior vessels, which are filled with non-conducting substance, the air is kept open up both ends of the cylinder during part of each revolution. One vessel is kept at a high temperature, and the other as cold as possible, when the air is brought to the hot end it be- comes heated and has its pressure increased, and when it is brought to the cold end heat and pressure are removed from it; thus it becomes cooled and its pressure diminished. It fol- lows that the pressure of the enclosed air in one vessel is increased while that of the other is diminished. The two vessels are so arranged that they are alternately raised or lowered, which is thereby made to move from one end of the cylinder to the other; and by continually reversing the work done by each vessel on each side of the cylinder, a reciprocating motion is produced on either side, and a reciprocating motion of the piston is kept up. The piston is connected with a fly-wheel in any of the usual modes, and the plungers, by whose motion the air is heated and cooled, are moved by means of levers attached to them by rods. The power generated by such a steam-engine. The power is greatly increased and more nearly economical by using somewhat highly compressed air; but this compression requires a separate pump for raising it from a reservoir instead of an air-pump. The pump is employed in filling a separate magazine with compressed air, from which the engine draws its supply. If all the heat, however, which is necessary to raise the air to the required temperature, were to be thrown away or lost every time that the air is cooled, the power produced by its expansion and contraction would be entirely wasted; but this loss does not occur in practice. For this reason, therefore, to understand how the work of a good steam-engine has been done with about one-third of the fuel consumed by it, it is necessary to point out the method by which the greater part of the A diagram showing two cylinders with pistons moving back and forth within them. A diagram showing two plungers suspended between two beams. A diagram showing two plungers connected to levers via rods. A diagram showing a flywheel connected to a piston. ENGINES, AIR 631 best is preserved, and is used repeatedly, in expanding the air before it is finally wasted or lost. For this purpose, when it is necessary to cool the air, after it has been brought to its greatest heat, It is not at once brought into contact with the coldest part of the vessel. This would indeed effec- tually cool it, but the heat when thus extracted would be entirely lost, because it could never again be brought up by a boiler. The reason of this, however, is that the air must pass from the hot to the cold end of the air-passage through a multitude of narrow passages, whose temperature is at all times lower than that of the air itself. In consequence of this, the air, when it enters the narrow passages, must give out a portion of its heat, and consequently its temperature will be must continue in its progress to give out more and more as the temperature of the passages is diminished, till at last, when it has no longer any heat left to give out, it will have passed through all the narrow passages, and will have become a portion of the heat to be extracted, in order to bring it to the lowest possible temperature. When this portion of heat has been left behind in the metal which forms the passages, and when it is no longer able to give out any more heat, then it is again required for heating the air. It must be evident also, from the manner in which the heat has been distributed, or spread out, over the whole surface of the vessel, that there can be no loss whatever employed in heating and expanding the air; for when the cold air is employed in heating and expanding the air, it immediately comes into contact with matter that is hotter than itself, and consequently gives out some of its heat; and as it is successively applied to surfaces of a greater temperature, it continues to receive more and more heat, so that when it comes at to the hottest part of the vessel, it has received all its heat; and as its temperature to give its elasticity which is necessary to move particles of matter. In order to obtain this effect, it is necessary that all parts of the engine, as much heat as would be sufficient to raise the air from its lowest to its highest temperature, is necessary to furnish only as much as will heat it the same number of degrees by A diagram showing a steam engine with a cylinder containing a piston and connecting rods. The piston is connected to a flywheel via a crankshaft. The diagram also shows a water jacket surrounding the cylinder. 1845 A diagram showing a steam engine with a cylinder containing a piston and connecting rods. The piston is connected to a flywheel via a crankshaft. The diagram also shows a water jacket surrounding the cylinder. 1845 623 ENGINES, AIR which the hottest part of the air-vennel exceeds the hottest part of the intermediate passages. In an account of the performance of this engine, given by Mr. Fairbairn Stirling (see "Transactions of the Institution of Mechanical Engineers," vol. 18, p. 50), he states that the temperature of the working cylinder, which was double-action, were 14 × 4 inches; the minimum pressure 10 atmospheres, maximum pressure 12½ atmospheres; probable range of temperature, from 300° F., average heat power, 100 lbs. per hour; and corresponding to a consumption of 2.7 lbs. of coal per net horse-power per hour, the consumption frequency falling at 100 lbs. per hour, and at 1,000 lbs. per hour, the consumption being 2.7 lbs. per net horse-power per hour. The experi- menter found that the engine worked well with a mixture of air and hydrogen, but that the re- maining part of the foundry, and was finally abandoned on account of the hosters burning out. From the above it will be seen that the invention of Mr. Stirling would do well to turn back to Mr. Stirling's work, and take up the matter where he left off. There have been several engines constructed on the general principle of Stirling's, so far as using the working air continuously; but they have generally neglected the second column, or use of highly compressed air. Among these engines may be mentioned Lauber's, described in Dr. Barrow's "Report on the Machinery and Processes of the Industrial Arts;" and another of somewhat similar design, illustrated in "The Engineer," vol. 18, p. 399; and also in "The Engineering Magazine," vol. 23, 1879: "Two vertical cylinders, power and compression, are mounted side by side upon a danged bed-plans, and form the lower part of the housing for the crank-shaft bearings, and in one case of an eucalpyt leaf-shaped section; and above them is placed a cylinder for power purposes, having a fitted cylin- der heater C with a recessed bottom, beneath which is a small furnace. By a peculiar arrangement of the internal parts of this cylinder, a jet is formed which passes through a small orifice into the space be- neath the cylinder heater C; and when this jet is made to pass in a thin sheet over the surface of the heater, and becomes heated to the required temperature by contact with the hot gases issuing from the furnace, the expansion of this air causes it to expand into a large volume; and then it is drawn into the cylinder for spreading the expanded air after its discharge from the power cylinder, cooled by which it is surrounded. Connecting this cylinder with a pump for compressing air is shown in fig. 2; and this pump is provided with a device, M, which contains a device, called by the makers a 'regenerator.' R. It is simply a series of thin metallic plates, having the edges thickened so as to keep them slightly apart. The A diagram showing two vertical cylinders for power and compression. A diagram showing a cylinder for power purposes with a fitted cylinder heater C and a small furnace beneath it. A diagram showing a pump for compressing air with a device called a 'regenerator' R. 1446 ENGINES, DESIGNING OF. 623 object of the arrangement is to economize heat, by absorbing as much as possible from the hot air discharged from the power cylinder, and in turn passing with a portion of it to the cold air in its passage back from the compression cylinder. It will be understood that the same air is used con- centratedly, and that the heat absorbed by the cold air is equal to the heat given off by the com- pressed and heated, and expanded, and cooled. Any deficiency of air caused by leakage is supplied by a check valve at the end of the expansion cylinder, which admits a supply of fresh air. The F'F forms an important consideration, and is an angle of 95° or 7% in advance of a right angle, for the power crank. After starting the fire and raising the boiler to its proper temperature, it may be necessary to admit some additional air into the cylinders by turning the 8-wheel about one revolution or less. The effect is to compress the cold air maintained in the compression cylinder to about half its volume, and thus increase the pressure on the piston. In addition to this, when the engine is running at full speed, and in certain positions of the crankshaft, the power piston begins to ascend, while the compression piston in comple- tion of its stroke has just begun to descend. At this time, therefore, the pressure on both pistons is equalized by the receding plates of the other, there is no noticeable change of volume. Owing to the very effective method of heating the compression air, its temperature is kept below that of the expansion cylinder, so that it is only a small gain in heat which is lost through the power pistons to the end of the two strokes. The compression piston at times 6° behind half strokes and moving up to 10° ahead of them, but never more than 15° ahead. This is due partly to the heat through the regenerator and water jacket into the compression cylinder is a thoroughly cool condition, and at nightly temperatures of 100° or 110° Fahrenheit. The power piston moves forward 15° behind half strokes. After passing the upper center, the compression piston again begins its descent as before. When the engine is to be stopped, it is only necessary to open the ports between regenerator and which permits admission of cold air by means of a hydrometer valve. When this valve is closed, a small amount of power is stopped by the compression piston for the purpose of maintaining a circulation around the cylin- der. The power piston then continues its descent until it reaches its lowest point. The power piston being kept back by the circulation of water around it by means of a pipe connecting with the water jacket. It has been predicted by more than one prominent engineer that the steam-engine will yet re- main unimproved until it has been made capable of working with a mixture of air and water in the ratio of one part water to ten parts air. For many years past it has been confidently stated that a great deal has yet to be done before the air-engine can successfully compete with its present formidable rivals. At present there are few engineers who would venture to predict that any serious dif- ficulties must be overcome, the case does not seem absolutely hopeless. It is not possible to dis- cuss all these questions here; but those who desire to continue their investigations are referred to the following works, from which the fore- going remarks have been taken: "The Steam Engine," by J. H. Lister; "The Steam Engine," by John H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. H. Lister; "The Engineer's Guide," by J. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. "Engineering" (July 1884), p 234-235. ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, DESIGNING OF. THE ENGINEERING Cyclopedia ENGINEERS, Designing Of 624 ENGINES, DESIGNING OF. plated when cubical commoner, and $q$, as before, the fraction of clearance, the ratio of compres- sion is $(d + e) - q$, or $(0.13 + 0.06) = 0.08$ is 3, and the final cushion pressure is $15.7 \times 3 = 47.1$ The mean pressure developed by this engine is found to be $P_{m} = (F \times H.P.) / A$, where $A$ is the area of piston and cylinder, and $H.P.$ is the net power in horse-power. The mean pressure corrected for back pressure and friction is the fraction of clearance times the mean pressure developed by the engine without back pressure and friction, respectively. Substituting the proper values in the above formula, the result is the indicated pressure of the proposed engine. The mean pressure developed by this engine is found to be $P_{m} = (F \times H.P.) / A$. The optimum friction pressure, the mean net pressure is found to be $88.4 - 1.6 = 87.8$ lb. per square inch. Having determined these two pressures, the diameter of cylinder required can be calculated by the for- mula, $$\frac{D}{2} = \sqrt{\frac{4 \times P_{m}}{F \times h}},$$ where $H.P.$ is net horse-power, $F$ the mean net pressure in pounds per square inch, and $h$ the piston speed in feet per minute. Hence the diameter of the proposed engine is $$\frac{D}{2} = \sqrt{\frac{4 \times 87.8}{100 \times 19.2}} = 19.2$$ inches. If a boiler is to be designed for this engine, some estimate must be formed of the amount of steam that it will use. The example of the performance of engines of various dimensions gives in the previous table a good idea of what may be expected from such an engine. In making an approximate calculation is appended. As the stroke of the engine is 4 feet, and the piston speed is 192 feet per minute, then the number of strokes per minute is $\frac{192}{4} = 48$. Suppose that the steam is released when the piston has completed $\frac{1}{4}$th of the stroke, the theoretical pressure at this point is given by the formula $$\frac{B}{a} + \frac{c}{x} \times P,$$ where $a$ is the apparent cut-off, $e$ the frac- tion of clearance, $q$, a fraction of stroke for which the pressure is required, and $b$ the pressure at point of cut-off. Hence the pressure when release takes place is $$\frac{B}{a} + \frac{c}{x} \times P = \frac{B}{a} + \frac{c}{x} \times 87.8.$$ Thus $B/a + c/x = 87.8$. The weight of a cubic foot of steam of this pressure, by column 10 Table I., article Expansion or Steam Heat, is 0.0065 lbs., so that the total weight of steam used per hour, neglecting that saved by boiler, is $167 \times 0.0065 = 1.07$ lbs., or 1.07 lbs. As the space filled with exhausted steam at the instant that steam leaves the cylinder is equal to one-eighth of its volume at full expansion, then at this point it is 13.7 lbs. per square inch, the steam saved per hour on account of exhaustion is $2.8 \times 13.7 = 38.6$ lbs., or 38.6 lbs., and hence the total weight of steam used per hour on account of exhaustion is $167 - 38.6 = 128.4$ lbs., or 128.4 lbs. As shown in Table I., article Expansion or Steam Heat, the weight of steam condensed per pound of steam consumed during expansion is $\frac{B}{a} + c/x$, and as this quantity varies between $\frac{B}{a} + c/x = 87.8$ and $\frac{B}{a} + c/x = 95$, it appears that about half of this quantity will be lost through exhaustion. In order to determine what portion of this quantity will be lost through exhaustion, it is necessary only to introduce this element into a preliminary estimate like the above. In making calculations for horse-power or consumption of steam from actual practice, where the indicator scale is furnished with a scale showing how much steam was consumed during each stroke, it will be seen that some steam consumed for the work done during expansion, and the amount consumed on account of the change in temperature during expansion are not accounted for in this way. It will be seen from Table I., article Expansion or Steam Heat, that when steam expands from from dividing the latter quantity by 772 gives the units of heat per hour equivalent to the work of expansion, which is to be divided by the least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure, which reduces it to heat per pound at atmos- pheric pressure, corrected for expansion, is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half the total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units of heat per hour equivalent to work done during expan- sion which is to be divided by least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure which reduces it to heat per pound at atmos- pheric pressure corrected for expansion is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units of heat per hour equivalent to work done during expan- sion which is to be divided by least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure which reduces it to heat per pound at atmos- pheric pressure corrected for expansion is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units of heat per hour equivalent to work done during expan- sion which is to be divided by least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure which reduces it to heat per pound at atmos- pheric pressure corrected for expansion is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units of heat per hour equivalent to work done during expan- sion which is to be divided by least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure which reduces it to heat per pound at atmos- pheric pressure corrected for expansion is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units of heat per hour equivalent to work done during expan- sion which is to be divided by least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure which reduces it to heat per pound at atmos- pheric pressure corrected for expansion is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units of heat per hour equivalent to work done during expan- sion which is to be divided by least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure which reduces it to heat per pound at atmos- pheric pressure corrected for expansion is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units of heat per hour equivalent to work done during expan- sion which is to be divided by least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure which reduces it to heat per pound at atmos- pheric pressure corrected for expansion is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units of heat per hour equivalent to work done during expan- sion which is to be divided by least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure which reduces it to heat per pound at atmos- pheric pressure corrected for expansion is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units of heat per hour equivalent to work done during expan- sion which is to be divided by least heat a pound of steam at its terminal pressure, to reduce it to heat per pound at atmospheric pressure which reduces it to heat per pound at atmos- pheric pressure corrected for expansion is $\frac{B}{a} + c/x = (86 - 87) = 54$, or half total horse- power (i.e., $\frac{B}{a} + c/x = (95 - 87) = 18$, or three-fifths). Hence it appears that about half of the total heat developed during expansion goes to supply heat for work done during expansion, and about three-fifths goes to supply heat for cooling purposes during expansion. As shown in Table I., article Expansion or Steam Heat, when steam expands from from dividing the latter quantity by 772 gives units ofheatperhourequivalenttoworkdoneduringexpan- sionwhichistobedividedbyleastheatapoundofsteamatitsterminalpressure, to reduceittoheatperpoundatatmosphericpressurewhichreducesittoheatperpoundatatmosphere ENGINES, FIRE. 625 So that the steam condensed per hour will be :
48 x 22 = 1,096
Calculated from terminal pressure less cushion. 4,943
Total. 6,039
or about 82 lbs. per hour. The amount of power which this steam will generate at this rate is shown by the table on page 70. The equivalent of this amount of water is explained in the article on Boiler. To reduce the above amount to its equivalent, from and at 121°, as explained when treating of boilers, it is supposed that the feed water is heated by an air-heater, and that the steam is condensed in a Strach and Gann, the equivalent evaporation for this case will be $0.338 \times (1.22 - 0.154) = 0.768$ lbs. It has been made for a condensing en- gine, the steam being condensed in the boiler, in the data would have been as follows : The temperature of the water would have been assumed from from 5.5 to 100°, and the steam con- densed per hour would have been of the cylinder per hour from from 15 to 16 lbs. per hour, as shown below. R. H. B. ENGINEERED FUEL. The manu- facture of gas from coal consists of a double forcing-pump, one of which is called a same-air-seal; and instead of a force-pipe, a horizontal pump is used in which the water is driven by the pressure of the air through the en- vessel. Fig. 1548 A represents a sectional view of such a vessel. The pipe T descends into a receiver or chamber for the supply of water. This pipe communicates with two suction-valves V', which open upwardly, and with two forcing-pumps A R in which cold piston-rod are connected. The piston-rod of these are connect- ed with the air-pipes A', so as to be uated, so that a number of per- sons may work at both ends of the engine. The pipe T descends into a receiver or chamber for the supply of water. This pipe communicates with two suction-valves V', which open upwardly, and with two forcing-pumps A R in which cold piston-rod are connected. The piston-rod of these are connect- ed with the air-pipes A', so as to be uated, so that a number of per- sons may work at both ends of the engine. The pipe T descends into a receiver or chamber for the supply of water. This pipe communicates with two suction-valves V', which open upwardly, and with two forcing-pumps A R in which cold piston-rod are connected. The piston-rod of these are connect- ed with the air-pipes A', so as to be 138 The length of which is adapted to the purpose for which the ma- chine is to be applied. The ex- tremity of the hose may be ex- tended in any direction by means be introduced through the doors and windows, and by means of the alternate action of the pis- tons, water may be drawn up through the suction-valve and propelled through the forcing-pipe until the air is exhausted from it. A is highly compressed. The pressure within it is sufficient to continued stream, so as to speed condensation, and partly to A diagram showing a sectional view of a double forcing-pump system for manufacturing gas from coal. The water in the vessel, and forces it through the leaushorn hose in a from its extremity with a force depending partly on the degree of extension of the extremity of the hose above the level of the engine. 636 ENGINES, FIRE. It is to be considered that the pressure of the condensed air has, in the first instance, to support a column of water, the height of which is equal to the level of the end of the tube above the level of the water in the vessel; and, consequently, that the force with which it will act upon the piston will be proportional to the weight of this column. In order to determine how great the force of the steam on the piston, the height of which is equal to the elevation of the end of the tube above the level of the water in the air-canal. One of the most important engines ever made of this class of engine was constructed by a special jury at the International Exhibition held in London in 1862. A summary of those interesting experi- ments is given in "The Engineer" for January 1863. At the present time manual fire-engines have been almost entirely superseded by the more effi- cient steam engines. The number of fires which occur annually in England and Wales is increasing, and the ravages caused by fire and leasingen fire-brakes. The earliest steam fire-engine is believed to have been built by John Bradshaweal, an Englishman, in 1829, and is described in the "Mechanics' Magazine" for February 1830. It was exhibited at the Great Exhibition at Hyde Park Corner, London, in 1851. In 1857, at a meeting of the Institution of Civil Engineers, Mr. H. W. Boulton proposed a design of steam fire-engine similar to that produced by Bradshaweal; and a steam fire-engine was exhibited at the International Exhibition held in London in 1862. This machine is identical with many important improvements in connection with this machine. Various other builders seek to improve upon it, but none have succeeded so well as Mr. Latte, and they have been gradually developed to the splendid apparatus which is in use today. Several steam fire-engines were exhibited at London in 1862, including one from the United States, and two from France. These machines were tested by a jury appointed for that purpose. The jury exhibited, however, were willing to submit their engines to trial, and these were tested by the jury, with results which are recorded in this report. Principal Dimensions of Steam Fire-Engines tried at London Exhibition, 1862.
Number of Engines Names Number of Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Names Numbers of Engines tried at London Exhibition, 1862.
Number of Engines tried at London Exhibition, 1862. Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.Number of Names tried at London Exhibition, 1862.
No. Name or Name or Names or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name or Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name或Name 或名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或其他名稱或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称或者其他名称以及其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人其他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人他人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人等人的姓名或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者名字或者姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓名姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏姓氏性别的性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性别的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质的性质













































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Trial of Steam Fire-Engines at London Exhibition, 1862.