STRUCTURAL STRENGTH.

Considering a ship as floating in a state of rest in still water, the volume of displacement represents a weight of water equal to the weight of the ship. This equality, however, does not exist evenly throughout the length of the vessel, or for individual portions: thus, amidships the weight of water displaced by a given length—in other words, the buoyancy—is usually considerably in excess of the weight of that portion of the vessel and her contents. Similarly at the extremities the ‘weight’ of a certain length exceeds the ‘buoyancy.’ Between the part or parts of the vessel in which there is excess of buoyancy over weight, and the part or parts in which the weight exceeds the buoyancy, there must obviously be sections of the ship at which the two are equal, and these are termed “water borne” sections. A ship circumstanced as described is in a condition similar to that of a beam supported at the middle and loaded at each end. Such a beam tends to become curved, the ends dropping relatively to the middle, and the ends of the ship tend to drop similarly, the change of form being called “hogging.” On the other hand, if the excess of buoyancy occurred at the extremities and that of weight amidship, the ship would resemble a beam supported at the ends and loaded at the middle. In such a condition the middle would tend to drop relatively to the ends: a change of form called “sagging.”

These general principles are much more readily and safely applicable to ships while floating in ‘still water’ than to ships when at sea—the strains experienced then being necessarily the results of far more complex and severe influences. The existence of waves and their rapid motions relatively to that of the vessel, and the pitching, heaving, and other movements thus caused, increase the inequality of distribution of weight and buoyancy and affect more materially the strains brought upon vessels. Consideration of the problem, therefore, involves a study of waves, both as to their formation and action, and necessarily leads to a mode of treatment which cannot have accurate regard for particular cases. Variable influences of immense importance are also constituted by the state of loading in vessels for merchant service. For a uniform basis of comparison in these calculations such vessels are usually assumed as loaded with homogeneous cargo—i.e., cargoes of equal density throughout.

This fundamental element of relative ‘weight’ and ‘buoyancy’ having been indicated, the chief strains to which a ship is subjected may now be stated. This may be done with sufficient regard to general accuracy, under four heads:—[7]

(1) Strains tending to produce longitudinal bending—“hogging” or “sagging”—in the structure considered as a whole.

(2) Strains tending to alter the transverse form of a ship, i.e., to change the form of athwartship sections.

(3) Strains incidental to propulsion by steam or sails.

(4) Strains affecting particular parts of a ship, or “local strains”—tending to produce local damage or change of form independently of changes in the structure considered as a whole.

To these might be added various other strains, which, however, are of less practical importance, and are not felt in any great degree—except in very special cases and under unusual circumstances—apart from the strains which affect the structure considered as a whole. The provisions made for the latter are, under ordinary circumstances, sufficient to cover the demands of the former, but particular cases may have to be provided for on their merits, apart from the treatment generally applicable.

The manner of ascertaining the strength of a ship to resist strains tending to produce longitudinal bending, is to compute the effective sectional area of all the longitudinal items in the structure which are brought under compressive or tensile strain, and from this to calculate the strength in the same manner as for a girder having an aggregate sectional area and a disposition of material equivalent to that of the ship.

To ascertain the accurate maximum strains tending to produce longitudinal bending, or, in excessive cases, to break the ship across at the transverse section where the strains reach their maximum, involves a careful and most laborious consideration of the relative weight and buoyancy of individual sections throughout the length, and is a task not generally undertaken in mercantile shipyards.[8]

References to the nature of the transverse and other strains above enumerated and the extent to which they have been investigated will be made further on.

With regard to such fundamental properties of vessels as displacement, weight, and carrying capability, nothing new has for a long period been added to the fund of scientific knowledge. One of the conditions now most commonly laid down by the owners of a proposed ship is that which provides for a certain carrying capability on a given draught of water and at a certain speed, the principal dimensions of the vessel also being stipulated. The problem of determining what total displacement will be required, involves consideration and an estimate of—1st, The total weight of hull having regard to structural strength; 2nd, the total weight of machinery having regard to speed required. By using “co-efficients” deduced from the weights of vessels of similar type already built,[9] these are determined; and adding them to the carrying capability or dead-weight stipulated, the required displacement can be closely approximated to. For vessels of abnormal proportions or of very unusual construction careful and detailed calculations of the weight of materials are undertaken previous to tendering for them. In some yards, indeed, a like degree of care is observed in ordinary cases: methods of approximation involving the use of co-efficients such as that based on cubic capacity being distrusted.

The further problem of determining what form of hull will give the required displacement is the essential and all-embracing feature of the work of design, as it involves consideration of almost all other properties. The methods of designing ships are various, and a very common method, at one time more followed than it now is, consists in shaping a block model direct, and from it taking the necessary measurements for displacement, and for full-size delineation in the moulding loft. The disadvantages pertaining to this somewhat antiquated method are becoming more recognised as shortened and exact methods of linear or “draught plan” design are put forward.

Unless the plan of lines of a similar vessel of nearly the same dimensions is at hand, the design of a new vessel is in many instances done without previous calculation being made to ensure at once obtaining the desired displacement. Special methods of quickly arriving at this result are, however, not uncommon in mercantile shipyards, and generally speaking the chief draughtsmen in the employ of large firms doing a varied class of work have rules derived from long experience, though not perhaps definitely systematised, by which they are guided.[10] Irrespective of all such special methods, however, the work of designing is now greatly shortened and simplified by means of Amsler’s “planimeter,” an ingenious instrument for measuring areas now becoming well known.[11] By employing the instrument in question, the draughtsman need not too laboriously strive after the exact displacement at first, as the time occupied in ascertaining what displacement any set of lines gives, and in the consequent fining or filling out, is very considerably less than by the ordinary methods.


The question of stability, which has next to be considered, is one of great difficulty and intricacy, and it was not till the middle of last century that some of the principles upon which it depends began to be understood. Bouguer showed in 1746 that the position of the “metacentre” limits the height to which the centre of gravity of a floating body may be raised without making it unstable, and that the righting moments at small angles of inclination from a position of stable equilibrium are proportional to the height of the metacentre above the centre of gravity. As the position of the metacentre for any given draught of water is easily determinable when once the volume of displacement and the centre of buoyancy at that draught have been ascertained, it has been the practice for a very long time to construct a curve representing the height of the metacentre at all draughts, and to use it for showing the limits above which the centre of gravity cannot be raised with due regard to the stability required for the practical working of vessels and for purposes of safety: By the method of “inclining” vessels, already described (see outline of fundamental principles, [page 98]), the determination of the precise position of the centre of gravity is rendered comparatively simple.[12]

While the vertical distance between the centre of gravity and the metacentre—commonly termed the “metacentric height”—forms a measure of the “initial stability,” or the stability at very small angles of inclination, it is imperfect by itself, and may be very misleading as regards the stability at larger angles. This was conclusively demonstrated by Atwood in his papers read before the Royal Society in 1796 and 1798, while other grounds for discrediting the standard of stability furnished by mere metacentric height were discovered subsequently, and have been signally emphasised, with additional reasons, by recent occurrences. Atwood, in the papers referred to, laid down a general theorem for determining the righting moments at any required angles of inclination possessed by a ship having a given draught of water and a fixed height of centre of gravity, the principle of which involved the use of the moments of the volumes of the “Wedges,” i.e., those parts of a vessel (see W O W1, L1 O L, fig. 15), which become immersed and emerged as she is inclined. Several methods of simplifying Atwood’s calculations had been devised previous to 1861,[13] but in that year Mr F. K. Barnes, in a paper read before the Institution of Naval Architects, described a method of accomplishing this which until within recent years has been the one ordinarily adopted in computing the stability of a vessel at various angles of inclination.[14]

Owing to questions having arisen at the Admiralty in 1867 respecting the stability of some low freeboard monitors at very large angles of inclination, Sir E. J. Reed, then Chief Constructor, directed the matter to be investigated. The work was placed in the hands of Mr William John, who embodied for the first time the results of the calculations in the form of a curve of stability, which exhibited the variations of righting moments with angles of inclination up to the particular angle at which stability vanished. The entire range of a vessel’s stability was thus made evident, and in such a form as enabled the general problem to be far more comprehensively and accurately treated than before. The results of Mr John’s labours were described in a paper read by Sir E. J. Reed before the Institution of Naval Architects in 1868, and a further paper, containing an improved method of applying Atwood’s theorem to the calculation of stability upon this extended scale, was read before the same Institution by Messrs John and W. H. White in 1871. The loss of H.M.S. Captain, in 1870, as already pointed out near the beginning of this chapter, occasioned an immediate and serious regard for the stability of war vessels. This disaster, with other losses at sea from instability, also forcibly directed the attention of mercantile naval architects to the subject, and investigations on the same complete scale as those undertaken in the Admiralty have for some years been adopted in a few leading mercantile shipyards.

In this way the peculiar dangers attaching to low freeboard, especially when associated with a high centre of gravity, have been pretty fully made known, but the character of the stability which is often to be found associated with very light draught appears to have escaped the attention it demands. Light draught is often as unfavourable to stability as low freeboard, and in some cases more so.

These truths were forced into prominence at the inquiry held by Sir E. J. Reed on behalf of the Government into the disaster which befell the Daphne, a screw-steamer of 460 tons gross register, which capsized in the middle of the Clyde immediately on being launched from the yard of the builders, Messrs Alexander Stephen & Sons, Linthouse, on July 3rd, 1883. Sir E. J. Reed, in his exhaustive report, published in August, 1883, emphasised the lessons adduced at the inquiry as to the peculiar dangers attaching to light-draught stability; and Mr Francis Elgar, (now Professor of Naval Architecture in Glasgow University), who was employed to make investigations respecting the stability possessed by the Daphne at the time of the disaster, did much to guide consideration of the subject into this channel. In a letter to the Times on 1st September, 1883, Mr Elgar, by way of explaining portions of his evidence at the inquiry, called attention to the relation which exists between the righting moments at deep and light draughts in certain elementary forms of floating bodies, his communication throwing further light on the subject of light-draught stability. It appears that the fundamental proposition which underlies the variations in the stability of a floating body with draught of water had never before been demonstrated or enunciated.

It will be readily understood that a curve of stability for a given draught of water and position of centre of gravity ceases to be applicable if changes are made in the weight and consequent draught of water of a ship or the position of the centre of gravity, or in both. Now in mercantile steamers, from the extremely light condition in which they are launched to the uncertain loaded condition of their daily service as cargo-carriers, the variation of draught is very considerable, and imports into the subject considerations which do not obtain to any great extent in war ships.

To complete the representation of stability as it should be known for merchant ships, it is now recognised that curves showing the stability at every possible draught of water and for different positions of centre of gravity should be constructed. By means of “cross-curves” of stability, or curves representing the variation of righting moment, with draught of water at fixed angles of inclination, this comprehensive want can be met with something like the necessary expedition. From such curves it is a simple operation, involving no calculation save measurement, to construct curves of the ordinary description, showing the righting moment at all angles for any fixed draught of water and position of centre of gravity. Professor Elgar was the first to publicly direct attention to this valuable development of stability investigation of merchant ships, doing so in an able paper “On the Variation of Stability with Draught of Water in Ships,” read before the Royal Society on March 13th of the present year. Simultaneously with Prof. Elgar’s employment of such curves in actual practice their use had been independently instituted by Mr William Denny in his firm’s drawing office, and the mode in which they were worked out in this case was communicated in a paper read by Mr Denny in April of the present year before the Institution of Naval Architects.[15] Several important improvements with respect to simplifying and shortening calculation distinguish the method employed by Mr Denny, and that gentleman, in the paper referred to, accords individual credit to members of the scientific staff in his firm’s employ, who, on being entrusted with the work of calculation, brought considerable originality to bear upon their labours. The cross-curves described by Prof. Elgar were constructed from a series of curves of stability calculated in the ordinary way. This, however (as pointed out in an after-note to that gentleman’s Royal Society paper), is less simple and very much less expeditious than the method carried out under Mr Denny, which consists in calculating the cross-curves directly by applying Amsler’s mechanical integrator[16] to the under-water portion of the ship instead of to the wedges of immersion and emersion, thus determining at once the positions of the vertical lines through the centres of buoyancy at the required angles of inclination. As thus carried out a complete set of cross-curves can be produced with about one-third the labour involved in employing the older method. The ease and rapidity with which ordinary curves for separate draughts can be taken from cross-curves has already been commented upon.

Many other investigators besides those already mentioned have recently been working at the subject of stability, and a considerable number have read papers, dealing with the extension and simplification of stability calculations, before one or other of the scientific societies concerned with naval architecture, most of the methods put forward being well worthy of study.[17] To very many shipbuilders, however, and to others besides them responsible for the stability of ships, processes of arithmetical calculation—even allowing for all the simplification which mathematical skill has recently effected—appear still to be too intricate, or to absorb too much time for their being entirely followed. As a simple means of readily, although approximately, arriving at the results attained more elaborately and reliably by calculation, attention has recently been directed to an experimental process by which a complete curve of stability may be constructed almost without the use of a single figure! The method was first brought forward in 1873 by Capt. H. A. Blom, chief constructor of the Norwegian Navy, formerly a student of the South Kensington School of Naval Architecture, who described it to the United Service Institution. The method has been employed by shipbuilding firms on the Tyne and Clyde when a curve of stability had to be produced in a very limited time, and when extreme accuracy was not a desideratum. As practised by the firms in question, the modus operandi differs in some slight respects from that described by Captain Blom, but the changes in no way affect the principles as first laid down by him. The modern mode of procedure may be briefly described:—

From the body plan of the ship, i.e., that portion of the draught plan representing the vessel’s form by a series of equidistant transverse sections—any convenient number of sections lip to the load water-line are pricked upon and then cut out of a sheet of drawing paper of uniform thickness. These sections are then gummed together in their correct relative positions, care being taken to spread the gum thinly and evenly. This paper model—greatly foreshortened, of course—represents the immersed portion of the ship (in other words, the displacement) when she is floating upright. By suspending this model from two different points, and taking the intersection of two vertical lines through the points of suspension—or better still, by balancing it horizontally on a pin and fixing the point when the model is in equilibrium—the centre of gravity of the model, or in other words, the actual centre of buoyancy is obtained.

Water lines at various angles of inclination are then drawn on the body plan, all intersecting the water line for the upright condition at the centre line of ship. The displacement represented by the inclined water lines thus drawn, generally not being equal to that for the upright position, a correcting layer has to be added or subtracted for each inclination, in order to obtain this end. By employing the planimeter the necessary thickness of this layer can be most readily ascertained. Where a planimeter is not available the actual floating line may be obtained, after the model has been made, by cutting off layers, allowance having been made for this purpose. The same number of sections as before are then cut out to each of the inclined corrected water-lines, the paper model prepared and the centre of buoyancy obtained as already described.

Through this new centre of buoyancy a line is drawn perpendicular to the inclined water line, and the distance between this line and the centre of gravity of the ship, already obtained, is the righting arm. If this process is repeated for each angle of inclination, it is thus seen a complete curve of stability may be approximately obtained.

FIG. 16.

MODEL IN UPRIGHT POSITION

FIG. 17.

MODEL IN INCLINED POSITION

A further method of arriving at results by experiment, involving principles not unlike those of the “paper section” method just described, has recently come under the author’s notice, and through the courtesy of its inventor—Mr John H. Heck, of Lloyd’s surveying staff at Newcastle—the following general description of the apparatus and fundamental principles is made public for the first time:—

By means of a “stability balance,” roughly illustrated by Figs 16 and 17, in conjunction with either an outside or inside model of the vessel, the moments of stability can be practically determined. In practice, an inside model has been found the most convenient to employ. This consists of a number of rectangular pieces of yellow pine of any uniform thickness, out of which a portion has been cut, respectively to the form of the vessel at equidistant intervals of say 15 feet. These pieces, together with two end pieces, are kept together by four or six bolts, thus forming a contracted model, the inside of which is of a similar form to that of the vessel. If this model is filled with water to a height corresponding to any draught, it will represent a volume of water having the same form, and proportional to the displacement of the vessel at that draught.

The stability balance consists of a frame A attached to a steel bar Z, having knife edges working upon the support C; a table D attached to a spindle working freely in the bearings E, and capable of being turned through any angle; a sliding weight F to balance the weight of the model when empty; a sliding weight H to balance and measure the weight of the water contained in inside or displaced by outside models; a sliding balance weight K which by adjustment will locate the centre of gravity of the combined weights of the table D, the model and the weight K in the axis of the table D, so that the model will remain when empty in any inclined position, and be balanced by the weight F.

In order to determine the moments of stability, the model is first fixed on the table D, and the weights F and K so adjusted that F will balance the model at all inclinations. The table is then brought into the upright position, and water is poured into the model to the height corresponding to the desired draught of water, and the weight H shifted until the whole is balanced. The weight of water in the model will evidently be = weight H × its distance from the fulcrum ÷ distance centre of model is from fulcrum.

If the table with the model is now turned through any angle, the distance the centre of gravity of the water has moved from the axis E of the table can easily be determined by shifting the weight H until the whole is balanced, then evidently from the principles of the lever, H × by its distance from fulcrum = weight of water in model × by the distance the centre of gravity of the water in the model is from fulcrum. Since the weight of H × its distance from fulcrum ÷ the weight of water in model is known, the distance that the centre of gravity of the water has shifted from centre line is easily ascertained and the righting lever determined.

From a lengthened series of experiments, conducted by Mr Heck—latterly in Messrs Denny’s Works where an apparatus from a special design by Mr Heck has been constructed for the firm’s use—the method gives promise of taking a firm place as an extremely simple and approximately accurate means of arriving at the stability of vessels.[18]

While a vessel’s qualities with respect to stability may be determined with great precision by the naval architect, his investigations are only directly applicable to the ship while empty or when in certain assumed conditions of loading which may or may not often occur in actual service. He cannot for obvious reasons estimate, far less control, the amounts and positions of centre of gravity of the various items of weight that may make up the loading.[19] This aspect of the subject has received attention at the hands of naval architects for a considerable time, but the forcible way in which it has been brought under view by recent experience has resulted in special efforts being made to practically meet the necessities of the case. In 1877 Mr William John read a paper before the Institution of Naval Architects, in which he dealt with the effect of stowage on the stability of vessels, and since that time such authorities as Martell, White, and Denny have given valuable papers or made suggestive comments bearing on this important matter. Much has also been done by several builders in the way of devising diagrams useful for regulating stowage and manipulating ballast with regard to initial stability. At the last meeting of the Institution, Professor Elgar read a paper on “The Use of Stability Calculations in Regulating the Loading of Steamers,” distinguished by its eminently practical character, and forming an important contribution to the solution of this problem. The author disapproved of curves of stability being supplied with vessels, as had been advised and was then becoming the practice. General notes, giving in a simple form easily applied in daily practice, particulars respecting the character of a ship’s stability in different conditions, are what the author recommended and had found through actual experience to meet the case most effectually. In the discussion which followed it was intimated by Mr William Denny that his firm had already resolved to furnish every new steamer produced by them with a volume containing general and special notes and diagrams dealing not only with stability but with several other important technical properties (see [footnote, page 59]). After consultation with Professor Elgar, however, he had abandoned his intention of supplying stability curves.

An arrangement designed to readily find the position of the centre of gravity experimentally by inclining, and to indicate at once the stability of loaded vessels as represented by metacentric height, has been devised and introduced on board several ships by Mr Alexander Taylor, of Newcastle—already referred to in connection with the triple expansion principle in marine engines. The instrument and apparatus, which he appropriately names the “Stability Indicator,” was described in a paper read by him before the Institution of Naval Architects at its last meeting. When once an inclining operation has been made, the degree of inclination is read from a glass gauge and the position of centre of gravity and corresponding metacentric height from a previously prepared scale set up alongside the gauge, or from tabulated figures.


The advance made within recent years in connection with steam propulsion comprises many matters necessarily left unconsidered in the chapter on speed and power of modern steamships. Scientific methods have undoubtedly contributed in no small degree to the realization of the remarkable results therein outlined. The achievement of one triumph after another as demonstrated in the actual performances of new vessels, and especially the confidence with which pledges of certain results are given and received long before actual trials are entered upon—and that sometimes with regard to ships embodying very novel features—are evidences of the truth of this.

The oldest method of approximating to the horse-power required to propel a proposed vessel at a given speed is to compare the new ship with ships already built by the use of formulæ known as “co-efficients of performance” deduced from the results of their speed trials. Two such co-efficients have been deduced from Admiralty practice, the one involving displacement, the other area of mid-section, with speed as the variable in both cases. Another method which has been largely used, consists in first determining the ratio of the indicated horse-power to the amount of “wetted surface,” or immersed portion of the vessel’s skin, in the exemplar ship, and then estimating from this ratio the probable value of the corresponding ratio for the proposed ship at her assigned speed. Inasmuch as these methods of procedure do not take account of the forms of the hulls, and consequently of that factor in the total resistance due to wave-making, they cannot be used with any degree of confidence, or without large corrections, except in connection with vessels whose speeds are moderate in proportion to their dimensions: those in fact in which the resistance varies nearly as the square of the speed. A further method, somewhat resembling the one based upon the relation between indicated horse-power and the “wetted surface,” was proposed by the late Prof. Rankine, but has never been extensively employed. Apart from the unreliable nature of the results which an application of it gives—except for certain speeds—it is open to several serious objections in practice.

A method of analysis and prediction, meeting with considerable acceptance from shipbuilders on the Clyde and elsewhere, has been introduced within recent years by Mr A. C. Kirk, of Messrs R. Napier & Sons.[20] The method consists in reducing all vessels to a definite and simple form, such as readily admits of comparison being made between their immersed surface, length of entrance and angle of entrance and their indicated horse-power, and from this judging of the form and proportions best suited to a given speed or power in proposed vessels. The form in question consists of a block model, having a rectangular midship section, parallel middle body, and wedge-shaped ends; its length being proportioned to that of the ship, its depth to the mean draught of water, its girth of mid-section to the girth of immersed mid-section of the ship, and the surface of its sides, bottom and ends, to the immersed surface of the ship. By finding from one or more exemplar ships—the selection of which is obviously governed by the conditions of analysis—the rate of indicated horse-power required per unit of wetted surface at the speed assigned for the proposed vessel, the appropriate rate for the latter may easily be determined.

The data afforded by the modern system of progressive speed trials, especially when taken in conjunction with that of experiment with models as systematised by Mr Froude, supplies in a reliable way much of what is most lacking in the older methods of comparison and prediction. Progressive speed trials on the measured mile were first systematically instituted by Mr William Denny about nine years ago, since which it has been the practice of his firm to make such trials with all their vessels. The practice has been followed by other firms on the Clyde and elsewhere, and there is every probability it will be still more widely adopted in the future. The system consists in trying the vessel at various speeds, ranging from the highest to about the lowest of which she is capable. The several speeds are the mean of two runs—one run with the tide and one against, the object being to eliminate the tide’s influence from the results.[21]

Essentially noteworthy in connection with the system is the manner in which the data obtained from the trials is recorded for future use. This consists of a series of curves, representing the chief properties of ship, engines, and propeller—e.g., “speed and power,” “revolutions” and “slip”—which show to the eye, more easily and clearly than bare figures, the whole course and value of a steamer’s performances. For that of speed and power the various speeds made at the trials are set off to convenient scale as horizontal distances, and the indicated horse-power corresponding to those speeds are set off to scale as vertical distances. The intersection of the offsets so made, give spots for the curve. The other curves alluded to are similarly constructed, the requisite data being the direct or deduced results of the measured mile trials.

From the accumulation of trial results thus graphically recorded the designer of new ships can proceed to estimate with greater assurance of attaining satisfactory results than by employing the older methods. If, for example, a ship is to be built of virtually similar dimensions and form to one for which such information is available, but of less speed, the task is simply one of measurement from the curves, with some allowance for probable differences in the constant friction of the engines. If the speed is to be greater than that of the exemplar ship, but still within the limits when wave-making resistance assumes relative importance, the case is also one of simple reading from the curves, with slight corrections. When both the speed and size are different, but the form is approximately the same, the case is more difficult, but it can be dealt with approximately by employing the “law of comparison” or of “corresponding speeds” enunciated by Mr Froude. Formulæ based upon this law—which will be more fully referred to presently—have been devised by one or two designers, and applied by them to problems of the latter class as they occurred in the course of their professional work. Mr John Inglis, junr., described a method of analysis he had adopted, involving the use of Mr Froude’s law, in a paper read before the Institution of Naval Architects in 1877.

When unusual speeds are aimed at, or when novel types of vessels have to be dealt with, the only available method of making a trustworthy estimate of the power required lies in the use of direct or deduced results from model experiments. Mr Froude began the work of speed experiments with ships’ models on behalf of the Admiralty at the Experimental Tank in Torquay about 1872, carrying it on uninterruptedly until his death in May, 1879. Since that lamented event the work has been continued with most gratifying results by his son, Mr R. E. Froude. Experiments had, of course, been made by many other investigators previous to Mr Froude, but none before or since have made model experiments so practically useful and reliable. Since the value of the work carried on at Torquay has become appreciated, several experimental establishments of a similar character have been instituted. The Dutch Government, in 1874, formed one at Amsterdam, which, up till his death in 1883, was under the superintendence of Dr Tideman, whose labours in this direction were second only to those of the late Mr Froude. It is now superintended by Mr A. J. H. Beeloo, Chief Constructor, and under him by Mr H. Cop. It was here, it may be remembered, that experiments were made with a model of the Czar of Russia’s yacht Livadia, previous to the construction of that extraordinary vessel being begun by Messrs Elder & Co. On the strength of the data so obtained, together with the results of the trials made on Loch Lomond with a miniature of the actual vessel, those responsible for her stipulated speed were satisfied that it could be attained. The actual results as to the speed of the novel vessel amply justified the reliance put upon such experiments. In 1877 the French naval authorities established an experimental tank in the dockyard at Brest, and the Italian Government have formed one in the naval dockyard at Castellamare. The only experimental tank hitherto established by a private mercantile firm is that in the shipyard of Messrs Denny, Dumbarton. This establishment is on a scale of completeness not surpassed elsewhere, and is fitted with every appliance which the latest experience in such experiments shows to be advantageous. A special staff of experimentalists, forming a branch of the general scientific body, are engaged conducting experiments and accumulating data, which, besides being of service in their present daily practice, must ultimately yield fruit of a very special kind to this enterprising firm.[22]

From mathematical reasoning, and by means of an extended series of experiments with models and actual ships, Mr Froude determined that for two vessels of similar form—for instance a ship and her model—the “corresponding speeds” of ship and model are to one another as the square roots of the similar dimensions, and at corresponding speeds the resistance of ship and of model are to one another as the cubes of the similar dimensions—subject to a correction concerned with skin friction necessitated by the difference in the lengths of ship and model.[23] Having obtained the resistance of a model, and from it, by an application of the above law, deduced the resistance of the full-sized vessel, the effective horse-power is found by multiplying the resistance by the speed of the vessel in feet per minute, and dividing by 33,000. From the effective horse-power an estimate of the indicated horse-power required can be made by using ratios which the one bore to the other in former ships, as obtained from a comparison of their model experiments with their measured mile trial results.

The value of progressive speed trials and of experiments with models as affording convenient means whereby analysis may be made of the several sources of expenditure of power in propelling vessels can scarcely be over-estimated.

From a study of the graphic records of progressive trials, and from model experiment results, Mr Froude discovered a method whereby the power expended in overcoming the frictional resistance of the engines could be determined, and estimates made of the amount of power absorbed by other elements. The method in question was communicated in full in a paper read before the Institution of Naval Architects in 1876, and has since been extensively used. Methods of analysis resulting from a simultaneous study of this subject, were also proposed by Mr Robert Mansel, a prominent Clyde shipbuilder and noted investigator, but they failed in meeting with the acceptance which was at once accorded to Mr Froude’s propositions.[24]

Although the results obtained by an application of Mr Froude’s analysis to the trials of a large number of merchant vessels have undoubtedly thrown considerable light on the relative efficiency of hull and engines, and of various types of engines, still, for several reasons adduced by extended experience—most of which, indeed, were foreseen and perfectly appreciated by Mr Froude himself—the need has been felt for some means of directly measuring the power actually delivered to the propellers by the engines when working at different speeds. One of Mr Froude’s latest inventions, the perfecting of which was not accomplished until after his death, consisted of a dynamometric apparatus designed to accomplish this important end.[25] The construction of the instrument was undertaken for the Admiralty, and trials were made with it on H.M.S. Conquest in the early part of 1880. The results of these experiments have not yet in any form been recorded, but there can be no question as to the benefit that would accrue to the profession if the Admiralty could be induced to publish these, as well as the results of other experiments with this instrument.

Experiments with actual vessels to determine directly the relative efficiency of hull, engines, and propellers have on several occasions been undertaken. A series of trials of this nature were made in 1874 by Chief-Engineer Isherwood, U.S. Navy on a steam launch, the results of which may be found detailed in the Report of the Secretary of U.S. Navy for 1875. Similar trials have been made recently on the United States steamer Albatros, an interesting account of which appeared in Engineering of October 17 of the present year. These experiments are referred to as notable examples of what might be carried out with great advantage on other and larger vessels, although they are such, perhaps, as few single firms can well be expected to follow extensively.

The economies which may be obtained by changes in the propellers fitted to ships, and the great value of progressive speed trials as a means of measuring the effects of such changes, received most remarkable illustration in the results of the trials of H.M.S. Iris, carried out for the Admiralty in 1880. These showed that by simply varying the propellers—all other conditions remaining practically unchanged—the speed of the ship was increased from 16½ to 18½ knots per hour. Scarcely less striking improvements in the performances of vessels due to changed propellers might be found from the records of trials made with merchant vessels within recent years.

Inasmuch as measured mile trials are usually carried out when vessels are in the light or partially loaded condition, the results are far from being so valuable as they might be made; alike for the purposes of the naval architect, the shipowner, and ships’ officers; if they were undertaken with vessels in the completely laden condition. The information obtained from the trials of incompletely laden vessels does not yield that knowledge of a vessel’s qualities under the conditions necessarily imposed by actual service, which, if possessed by naval architects, would doubtless prove of immense value, nor does it furnish that standard of comparison for performances at sea which owners and captains should possess. In the interests of all concerned, it is to be hoped the practice of trying loaded vessels may become more common.

Amongst the earliest and most notable investigations involving the application of principle to the calculation of the longitudinal strength of iron vessels were those by Sir William Fairbairn, who contributed an elaborate statement of his views and methods to the first meeting of the Institute of Naval Architects in 1860. Investigation up till about this period, almost wholly concerned itself with vessels considered as girders, and in assumed conditions of fixed support, such as being pivoted on rocks. Later investigations have shown these conditions to be altogether too extreme and severe when compared with the known and estimated strains which vessels are called upon to bear in ordinary service. In 1861 Mr J. G. Lawrie, of Glasgow, in an able paper on Lloyd’s rules, read before the Scottish Shipbuilders’ Association,[26] reasoning from wave phenomenon and the probable effects attending motion in a seaway, endeavoured to deduce limits or absolute values for the extreme strains experienced by a vessel in the circumstances, the results obtained by Mr Lawrie bearing very closely on those deduced by later investigations. The late Professor Rankine made investigations involving consideration of strains in a seaway, and formulated several valuable rules which to some extent are still accepted, although giving results which are not likely to be exceeded in any case of ordinary service.[27]

For the most recent advances made in this important branch of the science of naval architecture, the profession lies under indebtedness chiefly to one or two naval architects of eminent ability, whose professional province for a time has lain more especially in the way of a full consideration of the subject. Sir E. J. Reed, while Chief Constructor of the Navy, and under him several Government-trained naval architects subsequently acquiring high positions, achieved much in accurate investigation of iron-clad vessels of war. In 1870 the authority named read an elaborate paper before the Royal Society dealing at length with such work.[28] In 1874 Mr William John, formerly under Sir E. J. Reed, but at that time Assistant Chief Surveyor to Lloyd’s Register, read a valuable paper before the Institution of Naval Architects, in which he gave the results of investigations of specific cases, and of long and careful study of the general problem as concerned with merchant vessels. In this paper, Mr John advanced the proposition that the maximum bending moment likely to be experienced on a wave crest may be taken approximately as one thirty-fifth of the product of the weight of the ship into her length. Proceeding on this assumption Mr John’s paper further gave valuable results of calculations made into the strength of a series of vessels representing large numbers of mercantile steamers then afloat.[29] Of this paper and the conclusions it pointed to, Mr John, in a later paper on “Transverse and other Strains of Ships,” said:—

“The investigations showed unmistakably that as ships increased in size a marked diminution occurred in their longitudinal strength, and the results caused some surprise at the time, although they might perhaps have been easily inferred from the writings of others published at an earlier period. Those results, in spite of their approximate character, impressed two conclusions strongly on my mind: firstly, that there was cause for anxiety as to the longitudinal strength of some very large iron steamers then afloat, and that the longitudinal strength of large ships needed on all hands the most careful vigilance and attention; and secondly, that in small vessels, and even vessels of moderate dimensions, the longitudinal strength need cause but little anxiety, because it is amply provided for by the scantlings found necessary to fulfil the other requirements of a sea-going trade.”

Using the formula as to the maximum bending moment advanced by Mr John many investigations have been made subsequently into the longitudinal strength of vessels, and this increased interest in the subject has not been without its effect on subsequent structural practice.

Mr John followed up his investigations on the longitudinal strength of merchant vessels viewed as girders by an inquiry into the transverse and other strains of ships, and in 1877 gave a valuable paper on the subject, from which a quotation has already been made, before the Institution of Naval Architects. The results of Mr John’s inquiry were such as demonstrated the need for systematic and thorough investigation of the subtle and intricate questions involved. This subject has been matter of study at Lloyd’s Register for several years, and in March, 1882, the results of inquiries conducted by Mr T. C. Bead and Mr P. Jenkins, members of the staff in London, and former students of the Royal Naval College, Greenwich, were communicated in an able paper by these gentlemen, read to the Institution of Naval Architects.

It will of course be understood that many investigations of strength are instituted not necessarily out of fear that maximum strains may not be adequately allowed for, but because the dual quality of strength-with-lightness may possibly be better attained by modifications in the arrangements of material or sufficiently met by reduced scantling. The functions and influence of the Registration Societies, already commented upon (see [footnote, page 103]), are such as to obviate the need for strength investigations generally, or at least are such as to discourage shipbuilders from independently instituting them. Nevertheless, some well-known shipbuilders, who are also notable investigators, amongst whom may be named Inglis, Mansel, Denny, and Wigham Richardson, have done much valuable work in this connection. Mr Denny, in particular, has vigorously devoted himself to strength analysis on the basis of Lloyd’s methods of fixing scantling, and read several papers on the subject, in which strong exception is taken to present practice. The healthy criticism which such labours have enabled those making them to offer regarding the Registry systems of scantlings has not doubtless failed in influencing the legislation of the Registries.


Reverting to the subject of agencies for education in naval architecture, a few remarks are due relative to Government institutions as having hitherto failed in being of immediate service to the mercantile marine. The training given to naval architects and marine engineers at the Admiralty Schools is admirably adapted for creating a staff of war-ship designers and expert mathematicians, such as are employed in the various departments of the Admiralty service. The course of instruction has been framed expressly with a view to this, and a very high standard of mathematical knowledge is necessary before students can enter upon it. The principle of requiring one to become a first-class mathematician before attempting to teach him much of the science of naval architecture and its application in practice, is of questionable merit: at any rate it cannot be carried out in the mercantile marine. Again; economy of time and of cost of production are conditions which largely govern the methods followed in mercantile practice. Short methods of calculation, or of tentative approximation, for the purpose of enabling tenders to be made for proposed vessels, and of quickly proceeding with the work when secured, form no inconsiderable feature in the training required by mercantile naval architects. These, however, do not as a rule enter to any extent into Admiralty modes of procedure.

The want of satisfactory means for obtaining a sound scientific and practical training in mercantile naval architecture has for some time been felt to be very pressing. The evening classes conducted in most of the shipbuilding centres under the auspices of the Science and Art Department, South Kensington, are fitted to supply a part of this want so far as elementary teaching is concerned. Until recently the antiquated character of the questions set for examination was subject of general complaint, both on the part of students and teachers. In August, 1881, Mr William Denny read a paper on “Local Education in Naval Architecture” before the Institution of Naval Architects, in which adequate expression was given to these complaints, and at the same time proposed amendments offered. As a consequence of this paper, and of the steps taken by the Institution in appointing a deputation to wait upon the Government, the questions have been considerably improved, and are now so framed as to form a fairly crucial test of a young student’s knowledge of the science and practice of modern shipbuilding.

During the past three years efforts have been made by the Council of the Institution of Engineers and Shipbuilders in Scotland[30] to supply more adequate means of advanced education. In 1880, the Council had before them a project, promoted, for most part independently, by Mr Robert Duncan and others, to establish a Lectureship of Naval Architecture and Marine Engineering. It was proposed to collect funds sufficient to endow the lectureship under the auspices of the University, and promises of substantial aid were obtained from several members. Mr J. G. Lawrie volunteered to give the first course of lectures and did so, according to arrangement, during the winter months of 1881-82 before a considerable number of students, the lectures being delivered in the University of Glasgow during the day, and repeated in the Institution rooms in the evening. These praiseworthy efforts were still being carried on when, in November, 1883, the gratifying announcement was made of a gift of £12,500 by Mrs John Elder, widow of the late eminent engineer, for the endowment of a Chair of Naval Architecture in the University. The founding of this chair, and the subsequent election by the University Court of Mr Francis Elgar to the Professorship, have thus doubtless obviated the need for further efforts to found the lectureship, but there are many commendable objects connected with the University Chair to which the continued efforts of the gentlemen who supported the lecture project might fittingly be directed. Many students who can afford it will doubtless study the higher branches of naval architecture at Glasgow University, and if a few small University scholarships were established, for which all classes of workers in the shipyards and drawing offices might compete, the highest professional training would then be within the reach of the poorest of lads.

Evidences have recently been given of a strong desire on the part of many engaged in the shipbuilding and engineering industries of the Tyne and Wear for the founding of a Chair of Naval Architecture in some educational institution in that district. Along with this movement a desire has been shown for the establishment of an Institution of Engineers and Shipbuilders such as has been so long carried on successfully in the Clyde district. Definite steps are about to be taken for the realisation of these important objects, and doubtless no great time will elapse before they are accomplished.


List of Papers and lectures dealing with scientific problems in shipbuilding, to which readers desiring fuller acquaintance with the technique and details of the subjects are referred:—

The Progress of Shipbuilding in England: Westminster Review, January, 1881.

History of Naval Architecture. Lecture delivered by Mr Wm. John at Barrow-in-Furness: Iron, Dec. 8th, 1882.

DISPLACEMENT AND CARRYING CAPABILITY.

On a Method of Obtaining the Desired Displacement in Designing Ships, by Mr R. Zimmerman: Trans. Inst. N.A., vol. xxiv, 1883.

On Freeboard, by Mr Benjamin Martell: Trans. Inst. N.A., vol. xv., 1874.

On the Load Draught of Steamers, by Mr W. W. Rundell: Trans. Inst. N.A., vol. xv., 1873: vol. xv., 1874; and vol. xvi., 1875.

On the Load Line of Steamers, by Mr John Wigham Richardson: Trans. Inst. N.A., vol. xix., 1878.

On the Basis for Fixing Suitable Load Lines for Merchant Steamers and Sailing Ships, by Mr Benjamin Martell: Trans. Inst. N.A., vol. xxiii., 1882.

On the Assessment of Deck Erections in Relation to Freeboard, by Mr H. H. West, vol. xxiv., 1883.

Tonnage Measurement, Moulded Depth, and the Official Register in Relation to the Freeboard of Iron Vessels, by Mr W. W. Rundell: Trans. Inst. N.A., vol. xxiv., 1883.

STABILITY.

On the Calculation of the Stability of Ships and Some Matters of Interest Connected Therewith, by Mr W. H. White and Mr W. John: Trans. Inst. vol. xii., 1871.

On the Relative Influence of Breadth of Beam and Height of Freeboard in Lengthening out the Curves of Stability, by Mr Nathaniel Barnaby: Trans. Inst. N.A., vol. xii., 1871.

On the Limits of Safety of Ships as Regards Capsizing, by Mr C. W. Merrifield: The Annual of the Royal School of Naval Architecture and Marine Engineering, No. 1, 1871; London, H. Sotheran & Co.

On Curves of Buoyancy and Metacentres for Vertical Displacements, by Mr George Stanbury: The Annual of the Royal School of Naval Architecture and Marine Engineering, No. 2, 1872, London, H. Sotheran & Co.

The Geometrical Theory of Stability for Ships and other Floating Bodies: Naval Science, vol. iii., 1874, and vol. iv., 1875 (Three Articles).

On the Metacentre and Metacentric Curves: Naval Science, vol. iii., 1874.

On Polar Diagrams of Stability, by Mr J. MacFarlane Gray: Trans. Inst. N.A., vol. xvi., 1875.

On the Stability of Ships, by Mr Wm. John: Trans. Inst. N.A., vol. xviii., 1877.

On the Geometry of Metacentric Diagrams, by Mr W. H. White: Trans. Inst. N.A., vol. xix., 1878.

On the Stability of Certain Merchant Ships, by Mr W. H. White: Trans. Inst. N.A., vol. xxii., 1881.

On Curves of Stability of Some Mail Steamers, by Mr J. H. Biles: Trans. Inst. N.A., vol. xxiii., 1882.

On the Reduction of Transverse and Longitudinal Metacentric Curves to Ratio Curves, by Mr Wm. Denny: Trans. Inst. N.A., vol. xxiii., 1882.

On the Advantages of Increased Proportion of Beam to Length in Steamships, by Mr J. H. Biles: Trans. Inst. N.A. vol. xxiv., 1883.

On the Stability of Ships at Launching, by Mr J. H. Biles: Trans. Inst. Eng. and Ship., vol. xxvii., 1883-84.

On Approximation to Curves of Stability from Data for Known Ships, by Mr F. P. Purvis & Mr B. Kindermann: Trans. Inst. E. and S., vol. xxvii., 1883-84.

On Cross-Curves of Stability, their Uses, and a Method of Constructing them, obviating the Necessity for the usual Correction for the Differences of the Wedges of Immersion and Emersion, by Mr William Denny: Trans. Inst., N.A., vol. xxv., 1884.

On a New Method of Calculating and some New Curves for Measuring the Stability of Ships at all Angles of Inclination, by M. V. Daymard: Trans. Inst., N.A., vol. xxv., 1884.

The Uses of Stability Calculations in Regulating the Loading of Steamers, by Professor F. Elgar: Trans. Inst., N.A., vol. xxv., 1884.

On some Points of Interest in Connection with the Construction of Metacentric Diagrams and the Initial Stability of Vessels, by Mr P. Jenkins: Trans. Inst., N.A., vol. xxv., 1884.

On the Uses of J. Amsler’s Integrator in Naval Architecture, by Dr A. Amsler: Trans. Inst., N.A., vol. xxv., 1884.

Contributions to the Solution of the Problem of Stability, by Mr L. Benjamin: Trans. Inst., N.A., vol. xxv., 1884.

The Graphic Calculation of the Data Depending on the Form of Ships required for Determining their Stability, by Mr J. C. Spence: Trans. Inst., N.A., vol xxv., 1884.

Description of Alexander Taylor’s Stability Indicator for showing the Initial Stability and Stowage of Ships at any Displacement, by Mr Alex. Taylor: Trans. Inst., N.A., vol. xxv., 1884.

ROLLING.

Considerations Respecting the Effective Wave Slope in the Rolling of Ships at Sea, by Mr William Froude: Trans. Inst., N.A., vol. xiv., 1873.

On an Instrument for Automatically Recording the Rolling of Ships, by Mr Wm. Froude: Trans. Inst. N.A., vol. xiv., 1873.

On the Graphic Integration on the Equation of a Ship’s Rolling, by Mr Wm. Froude: Trans. Inst. N.A., vol. xv., 1874.

On the Rolling of Sailing Ships, by Mr W. H. White: Trans. Inst. N.A., vol. xxii., 1881.

On a Method of Reducing the Rolling of Ships at Sea, by Mr P. Watts: Trans. Inst. N.A., vol. xxiv., 1883.

RESISTANCE, SPEED, AND POWER.

On Stream Line Surfaces, by Prof. W. J. Macquorn Rankine: Trans. Inst. N.A., vol. xi., 1870.

On Experiments with H.M.S. Greyhound, by Mr William Froude: Trans. Inst. N.A., vol. xv., 1874.

On the Difficulties of Speed Calculation, by Mr Wm. Denny: Trans. Inst. Eng. and Ship. in Scotland, vol. xvii., 1874-75.

On the Ratio of Indicated to Effective Horse Power as Elucidated by Mr Denny’s Measured Mile Trials at Varied Speeds, by Mr Wm. Froude: Trans. Inst. N.A., vol. xvii., 1876.

On the Comparative Resistances of Long Ships of Several Types, by Mr Wm. Froude: Trans. Inst. N.A., vol. xvii., 1876.

On Experiments upon the Effect Produced on the Wave-Making Resistance of Ships by Length of Parallel Middle Body, by Mr Wm. Froude: Trans. Inst. N.A., vol. xviii., 1877.

On Steamship Efficiency, by Mr Robert Mansel: Trans. Inst. Eng. and Ship. in Scotland, vol. xxii., 1878-79.

On the True Nature of the Wave of Translation and the Part it Plays in Removing the Water out of the Way of a Ship with Least Resistance, by Mr J. Scott Russell: Trans. Inst. N.A., vol. xx., 1879.

On the Leading Phenomena of the Wave-Making Resistance of Ships, by Mr R. E. Froude: Trans. Inst. N.A., vol xxii., 1881.

Mr Froude’s Experiments on Resistance and Rolling: Naval Science, vol. i., 1872, and vol. iv., 1875.

Mr Froude’s Resistance Experiments on H.M.S. Greyhound: Naval Science, vol. iii., 1874.

On a Method of Recording and Comparing the Performances of Steamships, by Mr John Inglis, jun.: Trans. Inst. N.A., vol. xviii., 1877.

On a Method of Analysing the Forms of Ships and Determining the Mean Angle of Entrance, by Mr Alex. C. Kirk: Trans. Inst. N.A., vol. xxi., 1880.

On Some Results Deduced from Curves of Resistance and Progressive M M Speed Curves, by Mr J. H. Biles: Trans. Inst. N.A., vol. xxii., 1881.

On Progressive Speed Trials, by Mr J. H. Biles: Trans. Inst. N.A., vol. xxiii., 1882.

STRUCTURAL STRENGTH.

The Distribution of Weight and Buoyancy in Ships: Naval Science, vol. i., 1872.

The Strains of Ships in Still Water: Naval Science, vol. i., 1872.

The Strains of Ships in Exceptional Positions on Shore: Naval Science, vol. ii., 1873.

The Strains of Ships at Sea: Naval Science, vol. ii., 1873.

On the Strength and Strains of Iron Ships: Naval Science, vol. iii., 1874.

On the Strength of Iron Ships, by Mr William John: Trans. Inst. N.A., vol. xv., 1874.

On Useful Displacement as Limited by Weight of Structure and of Propulsive Power, by Mr Wm. Froude: Trans. Inst. N.A., vol. xv., 1874.

On the Modulus for Strength of Ships, by Mr J. MacFarlane Gray: Trans. Inst. N.A., vol. xvi., 1875.

On the Strains and Strength of Ships, by Mr John Wigham Richardson: Trans. Inst. N.A., vol. xvi., 1875.

On Transverse and other Strains of Ships, by Mr William John: Trans. Inst. N.A., vol. xviii., 1877.

On the Strains of Iron Ships, by Mr William John: Trans. Inst. N.A., vol. xviii., 1877.

On Lloyd’s Numerals, by Mr William Denny: Trans. Inst. N.A., vol. 1877.

On Lightened Scantlings, by Mr Wm. Denny: Trans. Inst. N.A., vol. xix., 1878.

On the Effect of Depth upon the Strength of a Girder to Resist Bending Strains, by Mr Frank P. Purvis: Trans. Inst. N.A., vol. xix., 1878.

On an Application of the Decimal System of Measurement in Practical Shipbuilding, by Mr Henry H. West: Trans. Inst. N.A., vol. xix., 1878.

On Longitudinal Sea Strains in Vessels as Indicated by Lloyd’s Experience, by Mr Robert Mansel: Trans. Inst. Eng. and Ship, in Scotland, vol. xxi., 1877-78.

On the Strength of Iron Vessels, by Mr Geo. Arnison, jun.: Trans. Inst. Eng. and Ship., vol. xxii., 1878-79.

Freeboard and Displacement in Relation to Strains in Ships Among Waves, by Mr W. W. Rundell: Trans. Inst. N.A., vol. xxii., 1881.

On the Transverse Strains of Iron Merchant Vessels, by Mr P. Jenkins and T. C. Read: Trans. Inst. N.A., vol. xxiii., 1882.

On Hogging and Sagging Strains in a Seaway As Influenced by Wave Structure, by Mr W. E. Smith: Trans. Inst. N.A., vol xxiv., 1883.

EDUCATION IN NAVAL ARCHITECTURE.

On the Course of Study in the Royal Naval College, Greenwich, by Mr W. H. White: Trans. Inst. N.A., vol. xviii., 1877.

On the Royal Naval College and the Mercantile Marine, by Mr Wm. John: Trans. Inst. N.A., vol. xix., 1878.

On Local Education in Naval Architecture, by Mr William Denny: Trans. Inst. N.A., vol. xxii., 1881.

CHAPTER V.
PROGRESS IN METHODS OF SHIPYARD WORK.

Since the early days of iron shipbuilding, when hand labour entered largely into almost all the operations of the shipyard, the field of its application has been gradually narrowed by the employment of machinery. The past few years have been uncommonly fruitful of changes in this direction, and many things point to the likelihood of manual work being still more largely superseded by machine power in the immediate future. Such changes, however, have not, as might be assumed, had any very sensible effect in diminishing the number of operatives generally employed. The influence has rather been absorbed in the greatly increased rate of production, and the elaboration and enhanced refinement of detail demanded by the much more exacting standard of modern times. The need for skilled handicraftsmen may not now be so general, but the skill which is still indispensable is of a higher character, and has called into existence several almost entirely new classes of shipyard operatives.

The extended employment of machinery has given impetus to, and received impetus from, the system of “piece-work” now so much in vogue in shipyards. In several of the operations, such as riveting and smithing, the nature of the work peculiarly lends itself to the system, and piece-work has consequently been in force, as regards these operations, for many years. In several other departments, however, such as plate and bar fitting, joinery, and carpentry, piece-work is only contemporaneous with and largely the consequence of improved modern machinery. Reference to “piece-work” here is not made with the intention of discussing its effects on the labour question—concerned as this is with such large issues—but simply of showing what effect the system has had on the character of shipyard workmanship. It was a favourite argument some years ago, when piece-work was being rapidly extended, that the system was bad because it would lead to and foster scamp-work and bad workmanship. The results of the past dozen years’ experience disprove this completely, and for reasons which, as early as 1877, were pointed out by Mr William Denny—to whose spirited advocacy and adoption of the system its present degree of acceptance with workmen is in no small measure owing. In his admirably written pamphlet on “The Worth of Wages,” published in the year named, Mr Denny says:—

“As to piece-work leading to bad workmanship, this would certainly be the result were no special arrangements made to prevent it. These special arrangements include a rigid system of inspecting the work, and the rejection, at the workman’s cost, of all bad and inferior work. There is no difficulty in carrying out such a system, for foremen, freed from the necessity of watching the quantity of the work—which is looked after by a special clerk—and of checking the laziness of their men, can give their whole attention to the matter of quality. In fact, piece-work compels so thorough an inspection, that we find the work done under it in our iron department much superior to what used to be done some years ago on time. It is very curious that trades’ unionists never have been very anxious as to the quality of their work till they had piece-work to contend with, and I have never known workmen produce such good work, as after a few experiences of having their workmanship condemned for its bad quality, and the cost taken out of their pockets. Under the old time wages no such effective stimulus urged a man on to make his piece of work up to a proper standard.”

What was true of the system as exemplified in Messrs Denny’s experience previous to 1877, holds equally good for all the yards in which piece-work is now the rule. Under it work is done quicker and better than by the old system, and so popular is it amongst workmen that a deep-rooted dislike for “time-work” prevails where piece-work has once been instituted and efficiently managed.

The machines in use at the present day for preparing the separate and multitudinous pieces of material which go to form the hull structure of iron and steel vessels are both numerous and highly efficient. This work of preparing material, it may be shortly stated, mainly consists of shearing and planing the edges of plates and bars—these as supplied by the manufacturers being, of course, only approximately near the final form and dimensions—rolling and flattening or giving uniform curvature to plates; bending angle or other bars, such as are used for deck beams; and punching the holes through plates and bars for the reception of rivets. In this list regard is not had to the operations concerned with material in the heated state, the features requiring to be thus manipulated being mainly the frames of the vessel; the work being effected without the aid of any special machine tools. A small proportion of the plating also requires to be operated upon in this state, and for this purpose machine tools are sometimes brought into requisition, some notice of which will be taken further on.

While most of the machines have been introduced for a period exceeding that with which our review is more directly concerned, improved types have been made, and entirely new machines brought into requisition during recent times. The universal adoption of piece-work in almost all the departments of construction has demanded a more economical type of machine than formerly. In this way punching machines, which play so important a part in shipyards, have risen from a working speed of about fourteen rivet holes per minute to thirty and even—in the case of frame punching—to as high as forty per minute. Other machines have had a corresponding increase in speed; in several of the best appointed yards the general increase being about sixty per cent.

The introduction of the double bottom for water ballast in ships, brought about a great increase in the amount of necessary punching caused by the numerous man-holes required through the floors and longitudinals. These man-holes, oval in shape as shown by Fig. 1—of say 18-ins. by 12-ins.—had to be punched all round by the rivet-punch, and the edges afterwards dressed by hand with a chisel. To economise work in this connection, need was felt for a machine which would be capable of punching a man-hole of the ordinary size out of the thickest plate at one operation. In 1879, at the request of one of the prominent Clyde firms, Messrs Craig & Donald, the well-known machine-tool makers of Johnstone, introduced a man-hole punching machine which cut holes 18-ins. by 12-ins. at the rate of seven per minute, in such a way that no after-dressing with chisels was required. This machine, an ordinary eccentric motion one driven by its own engine, although tested and found capable of cutting an 18-in. by 12-in. hole through a plate 1-in. thick, was superseded in the yard for which it was made, by another, designed to meet the requirements of the heaviest type of vessels built on the cellular principle. This machine—also made by Messrs Craig & Donald, and five or six of which are now at work in yards on the Clyde and at Barrow—was capable of piercing a hole 30-ins. by 21-ins. through a plate ¾-ins. thick, at one operation, and was actuated by hydraulic power. The ordinary eccentric machine, driven by engine attached, is still in favour for lighter work, and machines of this type are at work in several of the East Coast yards capable of punching holes up to 21-ins. by 15-ins. through plates ¾-ins. thick.

Reverting to the subject of the proportion of material requiring to be heated before manipulation, it is noteworthy that the employment of mild steel is a source of economy in this connection as well as in the many others already noticed. The superior homogeneity and great ductility of the material favours cold-bending when such an operation would be fatal to iron. Not only does an economy in labour result, but incidentally there is a further advantage. Cold-bending distresses steel less than hot-bending, and the special precautions so often taken, in the way of annealing, to toughen steel which has been operated upon when hot, are thus obviated.

A certain proportion of the bottom plates in a ship—e.g., those adjoining the keel—and a few at the stern and elsewhere, have quick bends and twists which are much more difficult to treat than the easy and generally uniform curvatures on the plates of the bilge. The latter are effected in great measure by the “bending rolls” with the plates perfectly cold, but the former have to be made with the plate in the heated state. Hydraulic presses have been used for this purpose for some years, a certain proportion of the work done being the manipulation of plates while cold. With steel as the material to be operated upon, these machines are being more and more utilised in this direction, and their presence in the shipyard, as in boiler works, is sure to become more and more prevalent. The operations of the shipyard, in short, have been gaining in exactitude every year, and have borrowed both in the matters of methods and of appliances from the marine boiler works, where machine tools are more conspicuously a feature. Machine tools for riveting, now playing so important a part in shipyards, first had their utility approved in boiler shops, and the introduction of improved types of drilling machines is largely the reflected successes attending them there.

From the foregoing imperfect sketch of the principal directions in which machine tools used in preparing material for the constructive stage have been improved or recently introduced, it will be gathered that hydraulic power in lieu of steam has taken a prominent place in shipyards. That this is so to a remarkable extent will sufficiently appear from what follows regarding the appliances used in the work of binding the structure of vessels. It may, however, be premised that in several establishments hydraulic pressure has now displaced steam power in almost all the machine-tools used in the iron departments. This is so in the case of the Naval Dockyards of Toulon and Brest, in France, and of the Spanish naval establishments at Ferrol, Cadiz, &c.; the machinery in the former of which was fully described in June, 1878, before the Institution of Mechanical Engineers, by M. Marc Berrier-Fontaine, of the French Navy. The plant and machinery are by Mr Ralph H. Tweddell, C.E., of Delahay Street, London, whose numerous inventions and great experience in this special branch of engineering are well worthy of recognition. The machines comprise those for punching, shearing, angle cutting, plate bending, and riveting, and the author referred to is high in his praise of the superior efficiency and economy of the hydraulic system, as exemplified in practice. One or two of the leading advantages of the system may be here summarised. Hydraulic machines do not consume any power at all during the interval between employment, and the power can be applied at any moment without preparatory consumption, and stopped equally quick. No shafting or belting is required, and the wear and tear of continuous motion, as in steam machines, is thus obviated. The power exerted is much more gradual than that of steam, performing the work more thoroughly, and with less liability to strain or otherwise damage the material operated upon, or the tool itself.


Although hydraulic machinery was successfully introduced by Sir William Armstrong so long ago as 1836, and has since been applied by him and others in almost every direction the application of hydraulic power to machines for constructive purposes is of comparatively modern date. Its early employment as the motive power for machine-tools was in the case of machines which were “stationary” or “fixed” in position when in use. Machines for riveting purposes in boiler shops and locomotive works were the first tools of any note to which hydraulic power transmitted from a distance was applied, but even this dates back only to about 1865. In that year Mr R. H. Tweddell, already referred to, designed hydraulic plant, consisting of pumps, an accumulator, and a riveting machine, which were first used by Messrs Thompson, Boyd & Co., Newcastle-on-Tyne, with satisfactory results. The work was done perfectly, and at about one-seventh of the cost of hand work, and the same power was utilized in actuating hydraulic presses for such purposes as setting or “joggling” angle or tee irons. Excellence and economy of work were thus secured; and in a comparatively short time above 100 machines were at work in various dockyards and large works.

Although patent designs for portable hydraulic riveters existed before 1871, it was not till that year that any form of portable riveters was applied in practice with any degree of success. Previous to that year the frames of ships had been riveted by Mr Tweddell’s stationary hydraulic machines, but a portable riveter invented by that gentleman in 1871 was then tried, when it was thoroughly demonstrated that during a working day of 10 hours the machine was capable of closing 1,000 rivets. Not much encouragement, however, was received from shipbuilders at the time, owing chiefly to the fact that the wages for riveting labour was not then a very urgent question. On a modification of the general plan of working, these machines being proposed by their inventor in 1876, they received more cordial recognition from shipbuilders thereafter. It is only, however, within the past five years or so that portable riveters have been so extensively introduced into shipbuilding yards. The success which has attended them during the period leaves no reasonable doubt as to their ultimate place in every well-appointed shipbuilding establishment. Already the majority of Clyde shipyards—including all the larger ones—and most of the yards in the Tyne and Wear districts, are furnished with hydraulic riveting machines and plant, overtaking work constantly, efficiently, and with greatly reduced expense, that is matter of envy in yards not similarly favoured. In most of the larger Clyde yards the Tweddell machinery and plant are employed; but in some cases machines introduced by Mr William Arrol, Dalmarnock Ironworks, Glasgow—chiefly for riveting the frames, beams, &c.—are used. The Arrol machines work on a similar principle to those of Mr Tweddell, whose system is practically the only one in use on the Tyne and the Wear, and at Barrow.

The prime cost of furnishing a complete hydraulic plant is of course considerable, and such as might perhaps appear an outlay not speedily enough recouped. In view, however, of the uncertain and oftentimes harassing conditions—not to speak of the pecuniary loss—under which the riveting department of shipbuilding work is conducted in the ordinary way, shipbuilders are constrained to acknowledge the economic advantages of the hydraulic system. Neither expense nor trouble have been spared in several yards to extend the hydraulic system into every feature where hydraulic work is practicable. The only feature now for which the machines presently in use are not available is the shell plating, and perhaps the decks, where such are entirely laid with plates. Indeed, it may fairly be said that hydraulic riveters have virtually supplanted manual riveting in nine-tenths of the structural features of a vessel. The percentage of rivets closed by machinery to the total number of rivets employed in a vessel’s structure has been computed to be about fifty per cent. In one of the yards fitted with the Tweddell system the following comprise the list of structural features for which the hydraulic riveters are daily employed:—Double bottom, including the thousands of detached pieces of plates and angles of which the bracket floor style of bottom is composed; side bars attaching frames to double bottom, frames and reverse frames, beams, stiffening bars, gunwale bars, keelsons, and keels.

The shell plating, as has already been said, is about the only feature for which inventors and manufacturers of hydraulic riveters have now any serious difficulty in making provision. But many minds are exercised with the problem, and doubtless at no very distant date the present obstacles will be surmounted. One aspect of the question—and one which certain classes are apt to overlook—is that which regards the mutual adaptation of means to the end desired. Shipbuilders have often under consideration the practicability of so modifying structural features and methods of work as that inventors of mechanical riveters will be met half-way in supplying the much-felt desideratum. Referring to this subject, Mr Henry H. West, chief surveyor to the Underwriters Registry for Iron Vessels, in a paper on “Riveting of Iron Ships,” read before the Institution of Naval Architects at its last meeting, said:—

“May I urge upon shipbuilders the importance of endeavouring to extend the application of power riveting to the shell plating of iron vessels. By this means we shall both increase the frictional resistance, and also, by more completely filling the rivet holes, vastly improve the rigidity of the riveted joints. The difficulty of completely and exactly filling the counter-sink of a counter-sunk hole with a machine-closed rivet suggested to my friend Mr Kirk the idea of entering the rivet from the outside, both the rivet and the counter-sink being made to gauge, and then closing up with a machine snap-point on the inside of the ship. What progress he has made in this direction I do not know, but the difficulty does not appear to be an insuperable one. If however, we are prepared to sacrifice a fair appearance to utilitarian simplicity, there seems no sufficient reason why, above water, all the rivets should not be closed up with snap heads and points, both inside and outside. In whatever way it is accomplished, I look to the use of machine riveting as one very great step in advance in the future improvement of the riveted joints of iron ships; and if the weight of iron vessels is to be reduced in any important degree, or if the dimensions and proportions of large merchant steamers are to increase in the future as they have done in the past, I feel sure that one of the first steps must be the reconsideration of our butt fastenings.”

The increased engine power now demanded in steamships undoubtedly points to the further adoption of mechanical riveting—if vessels are to successfully withstand the enormous strain and vibrations to which they are thereby subject. While several have already shown drawings of the shell difficulty having been met, Mr Tweddell, whose experience in common with that of his manufacturers and co-patentees, Messrs Fielding & Platt, of Gloucester, may justly be considered greatest in this branch of engineering, has never illustrated this. It may be mentioned, however, that excellent flush riveting is constantly done by the Tweddell hydraulic riveters, and that the same plan suggested by Mr Kirk of entering rivets with prepared counter-sunk heads from one side, and snap pointing them by machine on the other has been long in use by Messrs Fielding & Platt. In conjunction with Mr Tweddell, this firm have also designed several efficient arrangements to ensure the machine being kept in position until the unfinished head of the rivet is formed. Judging from these facts, there seems good reason to hope that the production of riveting machines required to overtake the remaining features will not be very long delayed.

To show that where the exigencies of the times necessitate them, expedients involving inventive skill and industrial intrepidity are never quite wanting, it may be related that several years ago, during a prolonged strike of riveters, the principal of the firm of Messrs A. M‘Millan & Son, Dumbarton, introduced a portable riveting machine for the shells of ships. The machine, although improvised, as it were, to meet an emergency, fulfilled all that was expected of it, and won the approval of Lloyd’s Surveyors for the Clyde district, as well as of a special deputation selected by the Committee of Lloyd’s in London from among the chief surveyors of the United Kingdom. Their verdict on the performances of the machine after due inspection was that it “thoroughly fills the holes and countersinks, and produces a smoother and better clench than can usually be obtained by hand labour.” From this it will be seen that in the yard of Messrs M‘Millan the matter of machine riveting has received early and earnest consideration. Indeed, the extent to which hydraulic riveting is presently employed by this firm so well represents the development and progress made in this direction throughout other yards that the system adopted in their establishment may be described somewhat in detail.

The hydraulic plant and numerous different classes of portable riveters are on the Tweddell system. The hydraulic power required to work the various machines is furnished by a pair of vertical steam engines, geared to a set of two-throw pumps, which force the water at a pressure of 1,500-lb. per square inch into an accumulator. This latter feature, as is well known, serves to store up the power in a considerable amount ready to meet the sudden demands of one or more of the riveters without calling on the pumps. As is the case in all machinery on this system, the accumulator is loaded to a pressure of 1,500-lb. per square inch. The means employed for the transmission of the water-power, from the service of main pipes laid as required throughout the yard, are flexible copper pipes, admitting of being led almost in any direction, however irregular, without being impaired or rendered inefficient. When the plant was laid down about four years ago, Messrs M‘Millan determined to err if anything on the side of prudence, and they laid all their mains of double the required size, so that they could, if the high pressure was found objectionable, return to the lower pressures sometimes employed; they have, however, never found it advisable to do so.

In this yard can be seen portable riveters suspended over a vessel’s deck between 40 and 50 feet above ground, capable of reaching and clenching rivets in stringers at a distance of 4 feet 6 inches from edge of plate. The power brought into play in closing some of these rivets is very great—from 20 to 30 tons—and yet this is conveyed by a small tube of only half-inch outside diameter in some cases through a distance of many hundred feet. The portable riveter here indicated is suspended on a light and handy carriage, which can travel the upper deck from stem to stern, being made purposely low so as to clear poop and bridge deck beams if such should be fitted. With this machine Messrs M‘Millan have closed from 400 to 450 rivets per day of nine hours in stringers 3 feet 6 inches wide. They have also effected some very heavy work in attaching the sheer strake to the gunwale bar, the rate of progress being correspondingly satisfactory. The same features in the Alaska, built by Messrs John Elder & Co., were similarly operated upon by another of Mr Tweddell’s riveters, whose complete system has been adopted in this large establishment also. By an elongation of the suspending arm Messrs M‘Millan hope to execute, besides the stringers, most of the deck work, such as ties, diagonals, hatch coamings, &c., in one traverse of the carriage. Moreover, a second carriage with riveter may be doing simultaneously the same work on the other side of the vessel. Indeed, it only requires a further development of such work to make the riveting of complete iron decks practicable, and—with the rate of wages, for hand riveted work, usually prevailing—profitable also.

FIG. 22.

TWEDDELL PORTABLE FRAME AND BEAM RIVETER.

The riveting of the frames and beams is the simplest of all the work overtaken by the hydraulic riveters, and it is here the system is seen to most advantage. In any yard furnished with these machines rivets are closed at a greatly accelerated rate compared with work done by hand. Tweddell machines have been known to close, in beams, 1,800 to 1,900 rivets per machine per day of 9½ hours. In frames the average rate at which rivets are closed is about 1,400 per day. The cost for this section of riveted work has been computed to be about one-half of that by hand, and the quality of the work is everywhere acknowledged to be better. With the same number of men the work is accomplished in something like one-third of the time. The modus operandi in overtaking this feature of the work may be briefly described. For the riveting of the frames, in almost every case, two cranes of any convenient construction are fixed at the head of the berth in which the vessel is to be built; the frames are laid across the keel as in hand work, and rest on trestles, where the portable riveter, carried on the before-mentioned cranes, rivets them up. As the riveting in each frame is completed it is drawn down the keel by steam or hand power, and set up in place. The riveting of the beams is a still more simple operation, the beam to be riveted being placed under a gantry somewhat longer than the beam itself, and upon which the portable riveter travels. The suspending gear in this and other of the Tweddell machines combines the functions of hydraulic lifts for raising or lowering the riveter, and of conveying the necessary hydraulic pressure to the riveter. The beam is supported on trestles, and the riveter, having the facilities for travel and exact adjustment just described, accomplishes the surprising work before mentioned.

The conditions under which the riveting in cellular and bracket bottoms is accomplished are less favourable to expeditious work. This system of ship’s bottom is greatly more complex in its constructive features than the ordinary bottom. The separate plates and angles which go to form the bracket floor system are to be numbered—in vessels of the average size—by thousands. The frames in such vessels are formed of three parts; one part stretches across the bottom and abuts against the plates forming the sides of the cellular bottom; the other two parts form the sides of the vessel, but are not erected until the bottom portions of the frames have been laid and all the bracket and longitudinal girders are erected and fitted upon them. On the bottom, as thus described, the portable riveters are required to operate, in many instances having to reach the rivets at a distance of 4 feet 6 inches from the edge of the plates, and in confined spaces of 24 inches. When the frames and beams are completely riveted and beginning to be erected, a travelling-crane (in Messrs M‘Millan’s two travelling cranes are employed working from separate ends of the vessel) carrying a large portable riveter, is placed on the top of the floors, with short lengths of planking laid to act as tramways. The perfect control thus obtained is somewhat extraordinary. The crane jib has sufficient rake to command the whole floor of the ship, and every rivet can be closed in the confined spaces already described. Some 800 rivets per day can be put in, many of them at a distance of 4 feet 6 ins. from the edge of the plate. The quality of the work is all that could be desired; in some parts, indeed, the use of the felt-packing necessary in hand work has been found to be unnecessary owing to the tight work obtained by hydraulic riveting. One crane with its riveting machine can, in a vessel of moderate size, say 3,000 to 4,000 tons, fully keep pace with the up-ending of the frames, provided it has something of a start. As it advances the lower deck beams are put in place behind it, and the other work follows in order. In ships of the more ordinary construction, longitudinal keelsons are fitted, which are readily reached by special portable riveters, suspended by means of neat devices, some of them the ideas or suggestions of workmen in Messrs M‘Millan’s service.

The only machine of the series of portable riveters employed by Messrs M‘Millan which remains to be noticed is that which overtakes the riveting of keels. This machine is perhaps one of the most perfect of the series, performing its functions satisfactorily, viewed from whatever standpoint. The riveting required on the keel of large vessels is very heavy, especially if the through-keelson and side-bar system is adopted, when five thicknesses of plate have to be connected, the rivets employed being 1⅛-inch or 1¼-inch in diameter. The situation is not favourable for getting at the work to be done, the head-room available not often exceeding 2½ or 3 feet. These conditions render great compactness, together with portableness, necessary in the machine. The keel itself was utilised for the attachment of the Tweddell riveter as first tried, then again a sort of light trestle was employed, the riveter being at one end of a lever racking on this. These plans were abandoned, however, in favour of the machine as now used in various yards throughout the country, an illustration of which is given by Fig. 23. A low carriage is travelled down alongside the keel. This carriage supports a balanced lever, carrying at one end the riveter, capable of exerting about 50 tons on the rivet head, and at the other a balance weight. This lever can in its turn revolve horizontally about a short pillar fixed on a turn-table, thus affording unlimited control over the riveter by the man in charge; enabling him, indeed, to adjust the riveter to every irregularity of position or direction of the rivets in keel. As many as 420 1¼-inch rivets per day have been put in by this machine, an amount which is fully equal to the work of two squads of riveters, and in one yard 70 rivets have been closed in as many consecutive minutes.

FIG. 23.

TWEDDELL HYDRAULIC KEEL RIVETER.

It may be stated generally that the several hydraulic riveters require two men to work them, and the rivets are heated in portable furnaces and dealt out in any quantities required, by a boy in attendance. The quality of the work done is superior to hand work, chiefly in that when rivets are well heated the pressure is equalised, and affects the rivets throughout their entire length, filling the holes to their utmost. This advantage tells more in the case of keel riveting, and that it is so is evidenced by the fact, as communicated by a foreman having great experience, that rivets ¼-inch longer than rivets closed by hand have even less superfluous surface material when closed by the machine.

From the facts above detailed, taken in conjunction with the opinions of such authorities as Mr West, it can fairly be claimed for Mr Tweddell as the inventor of the earliest of the hydraulic riveters now so extensively employed in shipyards, that he has greatly improved the character of work in ship construction. Not only so, but he has relieved the shipyard artizan from a species of work which requires little or no skill in its execution—work, indeed, which may properly be relegated to, as it certainly in course of time will be included in, that vast domain in which water, steam, electricity, and the other natural powers are so wondrously made to play their part.


While the extended use of improved machinery has brought about changes in the iron-working departments of shipyards that are structurally of the greatest importance, it is nevertheless true that the largest acquisition to shipyard machinery of late has been made in the wood-working departments. It is here, beyond question, where the equipment of modern shipyards is seen to be so much an advance on the former order of things, when handicraft was indispensable and paramount; and it is also here, probably, where the greatest labour-saving advances have been made. The artistic perfection which is evinced in the palatial saloons and state-rooms of many modern steamships would not have been possible—commercially so, at least—to the shipbuilders of twenty years ago, whose appliances, regarded from present-day standpoints, seem to have been woefully crude and meagre. Still, it is not by any means to be understood that all the shipyards of to-day are alike commentaries on the former state of things, because even now there are not wanting yards in which the necessary wood-work for ships is accomplished with singularly few machines. The need for accessions in this direction, however, is being more keenly felt every day, and in many yards quite recently the entire joinery department has been thoroughly re-organised and equipped. The chapter which follows will be devoted to descriptions of some representative establishments in the several districts, and as special references may therein be made to the machinery equipment of the wood-working departments, the present remarks will only be of a general nature.

The conversion of wood from the absolutely rough state into finished and finely-surfaced material, ready for immediate use in the interior of vessels, forms at the present time not an uncommon portion of the daily work in shipyards well equipped with modern machinery. This is not only concerned with the commoner woods employed in large quantities for structural purposes, but also to a considerable extent with those various ornamental hardwoods entering into the decorative features. The change of which this is indicative is one of increased self-dependence and economy formerly not dreamed of in shipyards, and of improvements at every stage in the machinery for wood conversion, which are simply wonderful. In circular and straight saws, planing, moulding, and shaping machines, band and fret-saw machines, mortising, tenoning, and dove-tailing machines, and in machines for scraping, sand-papering, and miscellaneous purposes, not a few modern shipyards reflect the fullest engineering progress as concerned with wood-working machinery. In planing machines especially are the labour-saving advantages made apparent. As illustrating this it may be explained that machines of this kind in daily use are able to plane a greatly increased breadth of surface, to work several sides of the wood at one operation, and at a marvellously accelerated speed as compared with hand work. Similarly, as regards the formation of mouldings, it may be stated that a moulding which would take a competent workman some hours to produce can be completed on a good machine in less than one minute. Many patterns of mouldings and other decorative items now largely used are thus only possible—commercially if not otherwise—through the extended employment of machinery. The degree of “finish” now put upon the plainest features—rendered pecuniarly possible by the use of machinery—is nowhere so striking as in the scraping of panels and the sand-papering of large surfaces. In one shipyard the author has witnessed the scraping of hardwood panels as broad as 30-ins., the shaving taken off being of marvellous thinness and perfectly uniform and entire throughout the length and breadth of panel. The surface left on the panel is beautifully smooth, rendering any after-dressing with sand paper superfluous, and the shavings have all the appearance and much of the flexibility of fine paper. In many other ways that might be instanced, the improvement in machinery is not less striking, but what has already been given may sufficiently illustrate the general advance.

The sources from which modern wood-working machinery is obtained are various. Notable firms of machinists throughout this country, in America, and on the Continent, are drawn upon, each of whom, although not furnishing complete installations of wood-working machinery, are distinguished for some “special make” of one or other of the machines necessary. In the plentitude of firms whose names suggest themselves in this connection, it may be invidious to single out any for special mention, yet, of firms in this country, Messrs M‘Dowall & Sons, of Johnstone, and Messrs T. Robinson & Son, Rochdale; and of firms in America, Messrs J. A. Fay & Co., of Cincinnati, may be noticed as having furnished many machines which are highly valued in shipyards.

Notwithstanding the recent advancement in this direction, there is still scope for improved wood-working machinery, and for machines to overtake additional work in shipyards. A single, though perhaps not particularly striking, instance may be given. While attempts have been made to supply it, there is not yet, so far as the author knows, a machine for planing decks after the planking has been laid, and the seams caulked and payed. Those acquaint with the laborious and unskilled nature of the work to be done, will readily concede the fitness of applying, if possible, mechanical means to achieve it.

Attention may here be directed to the subject of improvements in shipyard machines and methods of work, directly due to the careful study of results from every-day practice. Workmen themselves have too seldom been instrumental in effecting such improvements, although in many respects the most fitting mediums through which improvements could come. A lingering antipathy to new machinery on the score of its supplanting hand work, and perhaps the want of proper knowledge of scientific principles, have prevented many from taking part in this way. To encourage the exercise of the inventive faculty amongst workmen, as well as to reap personal advantage, Messrs Denny & Brothers instituted in 1880 a scheme of rewards for invention in their establishment, which has been attended with gratifying success, and has since been copied in other quarters. Particulars of this scheme will be given in the following chapter, thus making detailed reference here unnecessary. It may be said briefly, however, that awards ranging from £12 to £3 are paid to workmen who submit inventions, and when any one has been successful in obtaining five awards he receives a premium of £20, and when he has obtained ten awards he is paid a further premium of £25—the premiums increasing by £5 for every additional five awards received. During the time it has been in vogue as many as 200 claims have been entered, over 110 of which have received awards, representing in all the disbursement by the firm of about £500. The majority of the awards made have been concerned with improvements in the joinery departments. Some of the machines there have been modified or altered so as to do twice the quantity of work previously possible, some to do a new class of work, and others to do the same work with greater safety, and with less wear and tear.


In several other sections of shipyard work, progress is strikingly evinced. Of these it may suffice to instance the work of transport between one shop and another, and between workshops and building berths, also that of lifting heavy weights either by stationery or locomotive cranes. Means of effecting such work are now employed in many yards, which, viewed in the light of former things, are truly prodigious.

The increasing propulsive power with which steamships are being fitted necessitates ponderous weights in connection with the engines and boilers. The means available for lifting such weights have not until within recent years been possessed by private shipbuilders, but have been the property of public bodies, such as Harbour Trusts. The majority of shipbuilders have still to depend on such outside aid, but within the past few years several large firms—particularly on the Clyde—who have the necessary dock accommodation, have erected in connection with their works enormous “sheer-legs;” the modern equivalent for cranes, which are now somewhat out of fashion for ponderous work. Some of these are amongst the most powerful ever erected, being capable of lifting 80, 100, and even 120 tons weight. Such enormous appliances, it may readily be understood, enables the firm possessing them to be independent of extraneous assistance, and to complete in every respect within their own establishments vessels of the largest class.

The means of transporting material in shipyards by systems of railways laid alongside the principal workshops, and traversing the yard in all directions, have been amplified and improved in many yards within recent times. Connection is made in most instances with sidings from main lines of railway, whereby materials and goods can be at once brought into the yards from whatever part of the kingdom; and in the largest yards special locomotives are constantly employed doing this work. In well arranged establishments the railway first enters a store-yard, and the material is lifted from the trucks by travelling-crane or other means, and deposited on either side of the railway, plates being set on edge in special racks, from which they can be easily removed by the workmen. Leaving this, the lines of railway traverse the building yard throughout, and are designed to permit of the material being conveyed without retrocession, but with the necessary stoppages for its being put through the various courses of manipulation, to the vessel in which it is to be used. A recent and very serviceable amplification of the system of railway transport has been fitted in one of the largest Clyde yards which enables material to be conveyed with greatly increased ease and despatch in directions and to situations wholly inaccessible to the main lines of rails. This is the narrow gauge portable system, patented by M. Decauville, of Petit-Bourg, Paris, which consists of short lengths of very light steel rails, permanently riveted to cross sleepers, and with end connections so formed as to make joint while being pressed into contact. Each section, of 4, 6, 8, 12, or 16 feet long, being complete in itself, the tramway can be laid down in any new situation very rapidly. Where divergences of route take place, curves, crossings, and light turntables are supplied, sufficiently strong to carry working loads, and at the same time light enough to be easily handled. Special waggons and trollies are also supplied by the makers, which, combined with the system of portable rails described, not only worthily take the place of, but far excel in handiness and efficiency, the ordinary wheel-barrows of the shipyard.


List of Papers, &c., bearing on modern shipyard machine-tools, appliances, and methods of work, to which readers desiring fuller acquaintance with the technique and details of the subject are referred:—

On the Hydraulic Department in the Iron Shipbuilding Department of the Naval Dockyard at Toulon, by M. Marc Berrier-Fontaine: Proceedings Inst. Mech. Engineers, 1878.

On the Application of Hydraulic Pressure to Machine Tools, by Mr Ralph Hart Tweddell: Trans. Inst. Engineers and Shipbuilders, vol. xxiv., 1880-81.

On Machine-Tools and other Labour-Saving Appliances Worked by Hydraulic Pressure, by R. H. Tweddell: Proceedings Inst. Civil Engineers, vol. lxxiii., 1882-83.

Wood-Working Machinery, its Rise, Progress, and Construction, by M. Powis Bale: London, Crosby, Lockwood & Co., 1880.

On Stamping and Welding under the Steam Hammer, by Alex. M‘Donnell: Proceedings Inst. Civil Engineers, vol. lxxiii., 1882-83.

On the Decauville Portable Railway, by M. Decauville: Proceedings Inst. Mech. Engineers, 1884.

CHAPTER VI.
DESCRIPTIONS OF SOME NOTABLE SHIPYARDS.

Although in the preceding chapter the main directions in which progress with respect to shipyard appliances and methods of work have been outlined, the record necessarily fails to cover many minor matters which are still essential to an appreciative view of modern shipbuilding. This want cannot better be supplied than by giving detailed descriptions of some representative shipyards and engineering works throughout the principal centres. The establishments which will be selected for notice are amongst the largest in the several districts, and on the whole represent almost all that is advanced in the shipbuilding industry, while to most of them a special interest attaches through the many high-class vessels produced from their stocks for the better-known shipping lines. On such grounds it is hoped the intelligent reader will find the choice of yards—where there was no alternative but to choose—justified and fitting. Three Clyde shipyards, two on the Tyne, one on the Wear, and one at Barrow-in-Furness, will be described. The accounts are written from authoritative information specially supplied, aided and verified by personal knowledge of the works dealt with, and are chiefly concerned with the capability and arrangement of the several yards. Other matters of a more technical nature, such as the comparison of methods of work in the several districts,[31] are not dealt with. To some extent this still differs in individual yards, but modern practice is being more assimilated throughout the districts as time goes on. The first establishment dealt with will be:—

MESSRS JOHN ELDER & CO.’S
SHIPBUILDING AND MARINE ENGINEERING WORKS,
FAIRFIELD, GOVAN, NEAR GLASGOW.

The progress of shipbuilding and marine engineering on the Clyde may be said to include several more or less well-defined periods or stages, and the student of industrial progress must feel bound to connect with these the name of the late John Elder, a distinguished leader in these important industries, and an engineer whose improvements in the marine engine deserve to rank alongside those improvements which James Watt effected in his day. In 1852 Mr Elder joined his friend, Mr Randolph, in an established business, and shortly afterwards made preparations to add marine engineering to the mill-wright and other businesses of the firm. The new firm speedily established itself through a series of improvements, having for their object the reduction of fuel consumption on board steam vessels. In 1860 the firm commenced to build ships, and as shipbuilders and marine engineers they laboured successfully for sixteen years, building during that period 106 vessels, with an aggregate tonnage of 81,326 tons, and constructing 111 sets of marine engines, showing a nominal power of 20,145 horses. At this time the co-partnery contract expired, and Mr John Elder took over the entire works, carrying them on with great success until his death, which occurred in London in September, 1869, when at the early age of 45 years. After his death the business of the firm was taken up by Mr John F. Ure, Mr J. L. K. Jamieson, and Mr William Pearce, all of whom had previously achieved distinction in shipbuilding and engineering, and the efforts of these gentlemen far exceeded the success of Mr John Elder’s first firm. In 16 years, as above stated, the latter launched 106 vessels of an aggregate tonnage of 81,326 tons, and constructed 111 sets of marine engines of 20,145 nominal horse-power, whereas the new firm launched in nine years 97 vessels of an aggregate tonnage of 192,355 tons, and constructed 90 sets of marine engines of 31,193 nominal horse-power. About six years ago Mr Ure and Mr Jamieson retired from the firm, leaving Mr Pearce sole partner, and during these six years the activity and enterprise formerly characterising the firm have been worthily sustained, and the firm has kept in the very front rank. In maintaining this position, and achieving unprecedented results in the matter of swift steamships, not a little credit is due to Mr A. D. Bryce-Douglas, an engineer of well-attested skill, who wields the sceptre of authority in the engineering section.

The works, which are situated on the south bank of the Clyde at Fairfield, near Govan, occupy an area of about 70 acres, and comprise shipyard, boiler shop, engine works, and tidal basin. The disposition of the various workshops is admirable, and as these are connected with each other by a broad gauge line of rails communicating with all parts of the yard and the terminus of the Govan railway, the conveyance of raw material in the first instance, its location in whatever section of the works it may be specially designed for, and its transmission in the form of finished items of structure or outfit to the vessels of which it is to form part, are all accomplished with ease.

Entering by the south-east gate, the visitor proceeds in the direction of the business offices, his first impression probably being one of wonder at the immense quantities of iron and steel in plates and bars covering every available piece of ground, as well as the great quantity of timber of all dimensions stacked and in racks, maturing for after use. Arriving at the offices of the firm, the visitor is probably first ushered into the draughtsmen’s rooms, which, as well as a large reception-room, contain an extensive collection of models of the vessels that have been constructed by the firm. In these apartments a large staff of draughtsmen are employed in the work of designing new vessels, and making working drawings of ships already contracted for.

Following the routine of practical operations the visitor is conducted to the moulding loft, which is 320 feet long by 50 feet wide. Here the drawings of the vessels are put down full size. The term “laying off” is applied to the operation of transferring to the mould loft-floor those designs and general proportions of a ship which have been drawn on paper, and from which all the preliminary calculations have been made and the form decided. The lines of the ship and exact representations of many of the parts of which it is composed are delineated here to their actual or real dimensions, in order that moulds or skeleton outlines may be made from them for the guidance of the workmen. These lines, when completed and carefully verified, are afterwards transferred to scrieve boards, from which the frames, floors, &c., are bent. In connection with the moulding loft is a pattern shop, in which the various moulds required in “laying off” are made.

Descending to the iron-work machine shop, which measures about 1000 feet long by 150 feet wide, a scene of great activity meets the eye. Proceeding to that section where the bending blocks are situated, the operation of forming the frames of a vessel may be noticed. The bending blocks are massive iron plates weighing several tons, on which the form of the frame is marked from the scrieve boards. All over the blocks are round holes, closely spaced and equidistant, in which iron pins are placed to give the form of the frame to be bent. Long bars of angle-iron, properly heated in adjacent furnaces, are brought by the workmen to the blocks, and there the bars are bent round the pins to the form required. The half frame of a ship is thus fashioned to the proper form in little more time than it takes to describe the process. It is now allowed to cool, and it is then returned to the scrieve boards to be set or adjusted with the reverse frame, which with the floor plate go to make the frame in its finished form. While this is going on, the keel blocks are being laid in the usual manner on the building slip, and the keel, stem, and stern-posts are being forged and drilled. The keel is laid, and the frames are then set up in their places, and are kept in position by shores and ribbon pieces. The stem and stern-posts are then set up, and the work now becomes general all over the vessel. The beams previously made are put up, the bulkheads, stringer plates, and keelsons are added in due succession, and the outside shell is being fitted and riveted. Thus the full and perfect form of the vessel is gradually developed, and exhibits one of the most interesting and useful productions of man’s labour. In the bending shop alluded to are several large Gorman furnaces, 25 smithy fires for heating angle irons, several sets of plate-bending rolls, five stands of vertical drilling machines with several spindles each, a huge punching machine capable of producing ten rivet holes at each operation, squeezers, boring, planing, counter-sinking, plate-bending, plate planing, numerous punching and shearing machines, and other appliances. The motive power of this section is supplied by a powerful set of engines lately erected by the firm.

Immediately to the front of this building are the slips, which extend 1,200 feet along the Clyde, and admit of 12 to 14 vessels being proceeded with at one time. While proceeding among the slips hydraulic riveters may be observed at work on several structural features. The attention given to such machines in the preceding chapter makes further notice here unnecessary.

When a steamship leaves the ways she is towed into the firm’s tidal dock to receive the boilers and machinery. With the assistance of a pair of 80-ton sheer-legs, Messrs Elder & Co. are able to complete this part of the construction of a vessel with wonderful despatch. In connection with this section is a smithy and small mechanics’ shop, which are alongside of the wharf. Space will not permit a description of the smiths’ shop, the paint shop, riggers’ loft, plumbers’ shop, belt-makers’ shop, boat-builders’ shop, block and pattern-makers’ shop, pattern store, general store, &c., about each of which much of interest might be written.

The wood-working department, though stocked with the most approved labour-saving appliances, still affords employment to several hundreds of hands. In the saw mill, which is about 100 feet square, there are several sets of steam saw frames, circular saws, planing machines for operating on deck planks, and other tools, the producing capacity of which is very large. Adjacent to this is the spar shed, where all the spars required on board the vessels are made.

In the joiners’ shops are numerous wood-working machines, which are placed advantageously all through this department, comprising planing, morticing, and moulding machines, circular and fret saws, surface planing and jointing machines, general joiners, lathes, and a variety of other tools from the most noted makers of this class of mechanism. The cabinetmaker’s shop is a spacious one, and here the finer class of interior fittings are seen in all stages of progress. Nothing in this section seems omitted in the way of mechanical appliances to afford the utmost facility for rapid production and excellence of workmanship.

The marine engineering department of the business is conducted in an imposing pile of buildings about 300 feet square. This immense shop is 50 feet high, and is divided into four bays, or compartments, by three spacious galleries of two floors, each 30 feet wide, and extending the entire length of the building. These galleries serve the double purpose of supporting powerful travelling cranes (two of which are capable of lifting loads of 40 tons, and the other two lesser weights), and providing convenient retreats where boilermaking, copperwork, and other operations are conducted. It is doubtful if a similar collection of ponderous tools is to be found anywhere else in Great Britain. Notable among the heavy tools seen here in operation is one of enormous proportions for planing and trimming armour plates, being capable of smoothing a surface 20 feet by 6 feet. There are three self-acting screw-cutting lathes, two slotting machines of great power, a universal radial drilling machine, with a radius of 18 feet, capable of boring a hole 4 inches in diameter, through a 9 inch plate in half-an-hour; a turning lathe having a 10-ft. spindle with a diameter of 20-ins.; a planing machine which cuts either horizontally or vertically, and has a traverse of 15 feet by 12 feet; two vertical boring machines, each with a travel of 5 feet; a turning lathe 8½ feet in diameter, with a 34 feet shaft; and a terrible and mysterious-looking machine, with a metallic disc 18 feet in diameter, armed with powerful steel cutters fixed round its circumference, which takes a shaving of 2½ inches off the mass of iron upon which it is operating. This machine was the invention of the late Mr Elder’s father, and is one of the most wonderful tools in existence. Adjoining this engine shop is the forge, which, with its 50 fires, 16 steam hammers, and all the necessary appurtenances to produce forgings with despatch, is an exceedingly busy section of the works. It is 300 feet long and 100 feet wide; and being lofty, excellent ventilation is obtained.

There are three smithies of large dimensions—one being retained for heavy work, and the others for light work. In connection with the engine shop is a pattern shop which, like all the other wood-working departments of the premises, is fully provided with tools having the most modern improvements. The brass foundry is well appointed, and is arranged in two sections—one for light, and the other for heavy work. Manganese bronze propellers, of which the firm make a speciality, are made here in great numbers; the monthly output of this department amounts to 45 tons, all of which is used up in the yard, with the exception of a number of propellers which the firm supply to other shipbuilders.

The capabilities of the Fairfield establishment, it may readily be believed, are of the highest order. Scarcely anything need be said in substantiation of this, as the past few years have witnessed the continuous production from its stocks of very many steamships of the highest class, whose names have already become “household words.” Of these it may be sufficient to instance the Arizona, the Alaska, the Austral, the Stirling Castle, and the Oregon. Apart from these, and perhaps no less worthy examples of Fairfield work, vessels of war have been turned out to a goodly extent, as well as vessels for a great variety of trades, but it is for the fast mail and passenger steamships that the establishment is chiefly famed. Its reputation in this respect bids fair to be augmented by the production of the two powerful Cunard steamers already referred to in this work, and which are now nearing completion.

The following tabulated form shows the amount of tonnage built, and the horse-power of engines fitted, by Messrs Elder & Co. during the past fourteen years:—

Years.Tonnage.H.P.Years.Tonnage.H.P.
Gross.Indicated.Gross.Indicated.
187022,79518,1391877 7,704 9,550
187131,88929,000187818,24711,750
187224,51022,450187916,89515,510
187324,82918,300188032,77538,024
187431,01616,110188126,57543,728
187517,81812,040188231,68641,192
187613,53316,550188340,11556,995

During ordinarily busy periods the number of operatives employed by Messrs Elder & Co. reaches six thousand. The united earnings of this great army of workmen amount to over £33,000 per month. As a further indication of the stupendousness of the works, it may be mentioned that on board a single vessel—the Umbria—as many as 1,200 workmen have been employed at one time. The supervision of affairs in this great establishment is, as may readily be understood, a matter necessitating numerous “heads,” “sub-heads,” and departments. The general manager in the shipyard is Mr J. W. Shepherd, a naval architect of well-approved ability.

The second of the three Clyde establishments selected for notice, and one in many ways specially noteworthy is:—

MESSRS WILLIAM DENNY & BROTHERS’ LEVEN SHIPYARD,
DUMBARTON.

The firm of William Denny & Brothers, Dumbarton, began the business of iron shipbuilding in the year 1844, in a small yard situated on the east bank of the river Leven. To this they subsequently added the “Woodyard” on the opposite side of the river, which had been occupied for a considerable period by William Denny the elder, builder of the “Marjory,” “Rob Roy,” and many other notable craft, during the infancy of steam navigation. The composition of the firm at the outset comprised William, Alexander, and Peter, sons of the builder of the “Marjory,” but it was augmented after a time by the assumption of two other brothers, James and Archibald. The co-partnery some time after again underwent change when the two brothers Alexander and Archibald seceded, and formed small yards of their own. In 1854 the firm sustained an almost irreparable loss in the death of William, the original promoter of the concern, to whose energy and surpassing skill most of the success then attained was due. His decease was deeply lamented, not only as an irreparable family bereavement, but as a public loss. When he first devoted his energies to the formation of an iron shipbuilding concern, it was at a time of great industrial gloom in the community. With its successful establishment began a brighter era in the industrial and social history of the burgh—one which has never once been seriously interrupted, and seems only now to be approaching the “high noon” of its prosperity. Sometime subsequent to the decease of William, the co-partnery was further reduced through the death of James. For a considerable time thereafter the business was carried on by Peter alone, until in 1868 he was joined by his eldest son William, and 1871 by Mr Walter Brock—co-partner in the firm of Denny & Coy.: a distinct marine engineering business established by Peter Denny and others in 1851. Within the past three years farther accessions to the firm have been made in Mr James Denny, son of James of the original firm, and in Messrs Peter Denny, John M. Denny, and Archibald Denny, sons of Peter, and younger brothers of William, who for some time has been managing partner of the shipbuilding firm, as Mr Brock is of the engine works.

In 1867 the firm transferred their establishment to the present site on the east bank of the river Leven near its confluence with the Clyde, and under the shadow of the Castle-rock, which figures largely, alike in the scenic renown and the historic annals of Scotland. Through a most elaborate series of extensions and improvements carried out within the past two-and-a-half years, the works have been enlarged to more than double their previous dimensions, and correspondingly increased in working capability. They occupy a total area of forty-three acres, over five acres of which are taken up with wet dock accommodation, and as much as seven-and-a-half acres with workshops, sheds, and roofed spaces of various kinds. The yard has a most advantageous and extensive frontage to the Leven, which, under the provisions of a recently obtained Harbour Act, is being greatly improved as regards width and deepening. The principal launching berths, eight in number, are ranged about the centre portion of the yard’s length, and their projections into the river Leven, favoured by a bend at this part, are almost in the direct line of its course. Through the recent improvements, these berths are capable of receiving vessels of dimensions and tonnage such as the present race for big ships has not even approached. The arrangement permits of eight vessels being built of lengths ranging gradually from a maximum of 750 feet downwards. Besides these principal berths, there are spaces near the south end of the yard, where light-draught paddle-steamers and the smaller class of screw vessels are constructed and launched, or taken to pieces and shipped abroad. All the work of construction, fitting out, and putting machinery on board ship, is accomplished within the yard gates. Contributing to this result are two tidal docks, one newly formed, of over four acres in extent, and another of over an acre. The bottom of the new dock is 26 feet below the level of the yard and wharfage, affording at high tide 20 feet of water. In connection with the dock, powerful sheer-legs are being erected by Messrs Day & Summers, of Southampton, capable of lifting the enormous weight of one hundred tons. Alongside of the smaller dock are a pair of sheer-legs, capable of lifting 50 tons, with two subsidiary cranes of 10 tons each. For all purposes, either of construction or outfit of the largest vessel, these and the other enlarged resources place the firm in a position of entire independence with regard to extraneous accommodation or appliances. The engines and boilers for Messrs Denny Brothers’ vessels are invariably supplied by Messrs Denny & Company, whose large works, greatly extended within recent years, are situated further up the Leven. Along the eastern boundary of the Leven Shipyard, for over 1000 feet of its length, the joiners’ shops, blacksmiths’ shops, machine sheds, outfit stores, &c., are ranged. The joiners’ shops are most admirable for the completeness of their appointment. They occupy the ground floor and first flat of a three-storey building, 250 feet by 65 feet, forming part of the range spoken of. The machines contained in these apartments are of the newest and most approved description of both British and American make, and embrace moulding, planing, mortising, tenoning, dove-tailing, nibbling, scraping, and sand-papering machines; circular, band, and cross-cut saws; also machines for decorative carving and incising, &c., the whole being driven by a special engine of considerable power, located near the building. A large sawmill and shed, containing various wood-working machines, are situate close to the Leven, near the south end of the yard, and all the wood employed in the yard is here cut from the rough. The blacksmiths’ and angle smiths’ shops and the machine sheds are correspondingly well furnished with the most modern appliances. The former of these contain over fifty fires, and ten steam hammers, as well as verticals, lathes, &c., conveniently situated. The latter are splendidly equipped, containing several large plate rolls, planing machines, beam-bending machines, and an assortment of multiple drills and counter-sinking machines of the most modern type; also a large number of punching and shearing machines, including two man-hole punches capable of piercing 30 by 20-in. holes in plates ¾-inch thick. The plate and frame furnace, bending block, and scrive board accommodation throughout the yard, is of extent commensurate with the other features above described, all of which being of recent formation, are of the most approved and modern description.

The system of railways throughout the shipyard is of an unusually complete description. Connection is made with the main line of the North British Railway, and enters the yard on its north side, where a store-yard of about two acres affords ample storage accommodation for material in steel and iron. Leaving this and traversing the building yard throughout, the lines of railway are designed to permit of material being conveyed without retrocession to the vessel of which they are to form part, but with the stoppages necessary for their being put through the various courses of manipulation. In addition, the yard is traversed in directions and to situations inaccessible to the main lines of rails, by the narrow gauge portable system, patented by M. Decauville, which is of great service.

A special department in the establishment of Messrs Denny, and an entirely novel feature in a private shipyard, is the experimental tank, already referred to in the Chapter on scientific progress. This notable section of Messrs Denny’s works may be described as consisting of a basin 300 feet long, 22 feet wide, and containing 9 feet of water over the principal portion of its length. Around this basin are the shops and appliances for the work which has to be done—constructive, experimental, and analytical. This work on the constructive side consists of making paraffine models, which represent on an appropriate scale the ships to which the experiments have reference; the paraffine is melted, cast in a rough mould to the approximate shape, and afterwards faired off by a specially-constructed and very ingenious cutting machine. When finished the model is passed on to the second stage—the experimental. A stationary engine draws a carriage along a railway suspended above the water space, the carriage is accompanied by the model, with an attachment which allows the model to move freely, and at the same time to depend entirely for its propelling force upon a spring carried by the carriage. The extensions of this spring are measured and recorded automatically, so too are the speeds, the record being made by electric pens in the form of diagrams, on a revolving cylinder which is part of the apparatus of the carriage. The analytical work consists of obtaining from the diagrams the items of speed and propelling force, the relation between which, at all speeds for which the experiments have been made, is thus obtained. The facilities which are offered by the tank for investigating to the utmost the laws of hydrodynamics in so far as they affect, practically, the resistance of ships, is thus obvious. On the facade of the tank, fronting the public street, Messrs Denny have placed an admirably-sculptured medallion portrait of the late Mr William Froude, of Torquay, the noted experimentalist. Underneath is the following inscription:—“This facade of the Leven Shipyard Experimental Tank is erected in memory of the late William Froude, F.R.S., L.L.D., the greatest of experimenters and investigators of hydrodynamics. Born 29th November, 1811. Died 14th May, 1879.”

Telephonic communication having previously been established with advantage between Leven Shipyard and the Engine Works of Messrs Denny & Co., towards the close of 1883 a telephone exchange system was established in the shipyard, by which means twenty-six separate places are in communication with one another. These are the residences of the principal members of the firm, the manager’s house, the Levenbank Foundry, the Dennystown Forge, four stations at the Engine Works, and seventeen stations within the shipyard, representing in all from six to seven miles of line wire. The electric light has already been partially introduced into the shipyard, but steps have been taken by the firm for further extending it to the various offices, the experimental tank, the joiners’ shop, and the upholstery and decorators’ rooms, as well as providing arc lamps of great power to light up the area of the yard itself.

Besides the introduction of the electric light into their yard, Messrs Denny have formed an electrical department in connection with their works, which will not only be employed in arranging and maintaining the yard installation, but will also undertake the fitting of the electric light installations on board vessels built in the yard. To supervise and manage this important department—which, it may be remarked, is entirely novel as a branch of shipyard work—the firm have engaged the services of a skilled electrician, under whom a staff of operative electricians are employed.

On account of the increased employment it brings to their townspeople, and also doubtless on grounds of increased economy and efficiency, Messrs Denny seek to overtake, as much as possible, the entire work connected with a ship’s construction and outfit in their own establishment. Towards the close of 1881 they began the introduction of a department for the designing, decoration, and furnishing of the saloons of their vessels. This department is now of established importance in the yard, and embraces four more or less distinct branches. Firstly, the architectural and decorative designs of the various saloons are determined upon by what may be called the architectural branch, under the immediate supervision of a professionally-trained architect. The work of practically carrying out these designs is at present entrusted to three sections of workers. (1) The decorative department, proper, which overtakes the painting of the various ornamental panels, dados, friezes, &c., of the saloons, and the staining of the coloured glass used in saloon windows, skylights, doors, &c. (2) The carving department, in which the carved work fitted on the bow and stern of vessels, also the numerous small pieces of carved work introduced into the architectural arrangement of the saloons, are overtaken. (3) The upholstery department, in which all the work connected with upholstering the saloons and state-rooms—usually, in other yards, made the subject of sub-contract—is overtaken from first to last. In this branch female labour is employed to a considerable extent, while much of the decorative painting referred to above is also done by females. Under the guidance of a lady artist, the employés in this branch have evinced much aptitude and taste for the work.

Successive enlargements and increased appliances have now rendered the Leven Shipyard capable of turning out from 40,000 to 60,000 tons of shipping per annum. The work hitherto achieved has been almost exclusively that of steamship building, but inside of that general limitation it has been of a varied and comprehensive description. Steamships for many of the largest ocean and coast-trading companies, gun-boats and transport ships for foreign Governments, and light-draught paddle-steamers for the rivers Volga, Danube, Ganges, and Irrawaddy, have all been furnished from the stocks of Leven Shipyard. The accompanying list, which is of work done during the period of the firm’s existence, viz., since 1844, affords at once an adequate conception of the large amount of important work done for the better-known shipping companies:—

No. of Vessels.Tonnage.
British India Steam Navigation Co.,50107,060
Peninsular and Oriental Steam Navigation Co.,1539,171
Austrian Lloyd’s Steam Navigation Co.,1627,191
J. & A. Allan, Glasgow, Allan Line,1124,530
J. & G. Burns, Glasgow,2021,101
Union Steamship Co., New Zealand,1919,700
A. Lopez & Co., Cadiz,719,178
British and Burmese Steam Navigation Co.,1218,837
River’s Steam Navigation Co.,1810,678
Union Steamship Co., Southampton,26,227
Irrawaddy Flotilla Co.,146,006

Adding to this record the work finished since the close of 1883 and presently on hand, the total for the British India Company is increased to 115,960 tons; that for the Union Company of New Zealand to 21,260, and en addition is made to the list in the two large steamers Arawa and Tainui, for the Shaw, Savill, & Albion Company, which together make about 10,000 tons. The following exhibits in tabular form the number and tonnage of vessels built by the firm from their beginning the business of iron shipbuilding in 1845 up to and including 1883:—

Year. No. ofTonnage. Year. No. ofTonnage.
Vessels.Vessels.
18453 3651865 6 4,543
18463 2521866 810,867
184761,0071867 4 9,154
18483 6181868 8 9,855
184962,17318691213,227
185051,5771870 4 8,852
185151,4601871 714,922
185256,6221872 614,056
185375,1631873 718,415
185454,3801874 918,475
185565,4431875 917,191
185677,4361876 5 4,394
185752,82218771010,533
185835,29318781822,054
185955,90318791316,138
186021,89718801218,114
186148,4631881 817,455
186254,27118821322,010
186399,74518831022,240
186413 11,239

The firm, it may be stated, is now engaged in the construction of their 300th vessel. Notwithstanding the work of re-arrangement and enlargement which has been under progress for two years or more, the work turned out during that period has been in no way behind as compared with other periods—a fact which eloquently testifies to the administrative ability of those in authority, and to the skill and energy of Mr John Ward, the general manager of Messrs Denny’s large works.

In August, 1880, the firm issued a notice to their workmen stating that, having observed during the previous two years many improvements in methods of work and appliances introduced by them into the yard, they very readily recognised the advantage accruing to their business from these efforts of their workmen’s skill, and were desirous that they should not pass unrewarded. The notice further stated that to carry out this desire an Awards Committee had been appointed, which would consider any claims made by the workmen, and grant an award in proportion to the worth of the improvement made, the amount in no case to be more than £10, or less than £2. The committee then appointed, and which still holds office, was composed of well-known local gentlemen, in every way competent to adjudicate. Fully a year later the firm announced that in the case of an invention thought worthy of a greater award than £10, they had empowered the Committee to grant such an award, or were willing, in addition to giving an award of £10, to take out at their own expense provisional protection at the Patent Office on behalf of the inventor, so that he might either dispose of his invention or complete the patent, provided always they had free use of the thing patented in their own establishment. From the reports which have yearly been issued by the committee, it is apparent that considerable success has attended the scheme. The number of claims made since its institution has been as follows:—In 1880, 12; in 1881, 32; in 1882, 27; in 1883, 20; in 1884 (till July only), 91; total, 182. Awards have been granted as follows:—In 1880, 5; in 1881, 22; in 1882, 21; in 1883, 18; in 1884 (till July only), 27; total, 93. It is worthy of note that about one-half of the awards have been gained by workmen in the joiner’s department. Some of their machines have been modified or altered so as to do twice the quantity of work previously possible, some to do a new class of work, and others to do the same work with greater ease and safety. Four inventions have gained the maximum award of £10, viz., (1) an improvement made on ships’ water-closet and urinal; (2) the invention of a machine to cut mouldings imitative of wicker work; (3) an improved arrangement for disengaging steam and hand-steering gear on board ship; (4) an improved method of laying the Decauville railway across the main line. In connection with this latter invention, the patentee of the Decauville railway system, supplemented the committee’s grant to the extent of £10. In a note to last year’s report, the firm state that they have decided to increase the maximum grant from £10 to £12, and the minimum from £2 to £3; and that in the case of two men being engaged at the same invention, should it be found worthy of an award, each will receive at least the minimum award of £3. A still more recent announcement states that “whenever any workman has received as many as five awards from the committee, reckoning from the time the scheme came in force, he shall be paid a premium of £20, when he has received as many as ten awards he shall be paid a further premium of £25—the premiums always increasing by £5 for every additional five awards received.” Already, it may be stated, four separate workmen have received five awards, and become the recipients of the £20 premium.

With regard to the employment of females in Messrs Denny’s yard, it may be interesting to state further that the total number generally employed throughout the works amounts to between 80 and 100. In addition to the numbers employed in the decorative and upholstery departments, already noticed, a large contingent are engaged in the polishing rooms, and a further number in the drawing offices as tracers. The employment of females as tracers in shipyard drawing offices, it may be stated, is of recent date. The system had previously been in operation at the locomotive works of Messrs Dübs & Co., and Messrs Neilson & Co., of Glasgow. Having proved a success there, it has been gradually adopted by shipbuilding and engineering firms on the Clyde, and more recently on the Tyne. The staff in Leven Shipyard consists of 20 members, four of whom are employed in the experimental tank department. All the girls are selected by written competitive examination, the subjects of examination being arithmetic, writing to dictation, and block-letter printing. At first it was intended the girls should simply be trained as tracers, but they displayed such aptitude that to tracing was added the inking-in of finished drawings and the reduction of plans from a greater to a less scale. This they do with a very fair degree of accuracy and neatness. The experienced members of the staff are now employed making displacement calculations, including plotting the results to scale, centre of buoyancy, and metacentre calculations; calculations of ships’ surface, working up and plotting of speed trial results, stability calculations. Most of these calculations are made out on prepared printed schedules, and the whole of the work is superintended by a member of the male staff. In the work of calculation the girls, it may be stated, make large use of such instruments as the slide rule, Amsler’s planimeter and integrator. To secure clearness and uniformity in the work of writing titles, data, scantling, &c., on the various drawings and tracings, it was found advisable to train the females in the art of lettering these features in a uniform style of lettering in place of writing them. In this work they display considerable proficiency and expertness, the results being uniformly legible and well arranged.

Before passing from the subject of female employment in Messrs Denny’s establishment, attention should be drawn to one fact, of which assurances have been given by those well informed in the matter. In no instance has the employment of females led to the displacement of men as yard operatives. Those departments into which females have recently been introduced are now numerically as large as before the innovation. In some cases, indeed, the numbers are greater than before; new avenues of labour, and greater elaboration of the old, being the grounds of need for the accessions.

The other establishment selected for notice from the Clyde district is:—

MESSRS J. & G. THOMSON’S
SHIPBUILDING AND ENGINEERING WORKS,
CLYDEBANK.

The business of this firm was founded in 1846, by Messrs James & George Thomson, father and uncle respectively of the present members of the firm. Originally the firm were engineers, but in 1851, shipbuilding operations were commenced, the yard being then situated in the upper reaches of the Clyde. Twenty years later the increase of the firm’s business and the demand for better accommodation for shipping made it necessary for the firm to take new ground. The present site at Clydebank was therefore chosen for their shipyard, and since its formation many wonderful transformations have been effected. It is fully twelve years since ground was first broken. At that time there was neither house nor railway accommodation, and the difficulties were not easily surmountable, and it must have been determined courage and energy that in such a short time not only formed such a large establishment, but created a town, and introduced a railway. From Clydebank yard, it may be needless to state, many of the most famous vessels of the Cunard, Peninsular, and Oriental and Union Lines have been launched. From its stocks have emanated such well-known vessels as the Bothnia, Gallia, Thames, Moor, Hammonia, and the great Cunard liner, Servia, while within a very recent period another vessel—the America—seemingly destined to eclipse the fame of all these other notable craft, has been built and sent to sea.

Until about two years ago, the engineering section of Messrs Thomson’s business was conducted at Clydebank Foundry, Finnieston, Glasgow. It was then resolved, however, to centralise the works, and thus save the great expense of fitting out vessels away from the yard, as well as secure the increased facilities offered in the management and controlling of large bodies of workmen. This important undertaking has now been accomplished, and the establishment, as now arranged, is equal in extent and working capability to any other private shipbuilding concern. The entire premises occupy about thirty-five acres of land, and comprise building yard, tidal basin, yard workshops, and engine and boiler works. When in full operation the establishment gives employment to over 4,000 workmen. The yard possesses eight building slips, laid out for the largest class of vessels, and owing to their situation—facing the river Cart, which here joins the Clyde—excellent facilities for the launching of vessels are afforded.

Proceeding to describe the works more in detail, as in the case of a personal visit, the first feature that may be noticed is a handsome block of buildings which stands some distance from the main entrance to the shipyard. These buildings comprise the clerical, managerial, and naval architects’ offices; also a spacious apartment in which are located splendidly-executed models, and sections of the hulls, of the vessels which have been built by the firm. Passing through the yard large quantities of the raw material of the modern shipbuilder are observed on railway waggons, and in sheds—including iron and steel plates, bar, T, H, Z, angle, flat, channel, tubular, and other forms of wrought-iron. This material is brought into the yard by railway, which forms a siding of the North British system about a quarter of a mile distant.

The iron and steel plates are first manipulated in a large shed open at the sides and ends, and measuring some 500 feet by 150. Here are situated a large number of powerful machine-tools—bending and straightening machines, punching and shearing machines, drilling machines, hydraulic riveting machines and the like. Some are of the largest sizes made, one punching machine being a 33-inch gap tool. Several other machine-tools in this large shed have special features worthy of notice, and one in particular, a flat keel plate bending machine, must be referred to with some detail. The machine in question was made by the Messrs Thomson themselves, and constitutes perhaps the latest application of machinery to shipbuilding purposes. It is supplied by hydraulic power from the accumulator that works the riveting plant—which is on the Tweddell system—and is composed of a number of arms resting on a horizontal bar. The arms are raised or lowered to suit the different shapes required, by means of a hydraulic ram placed at each end and pressing upon the horizontal bars.

Leaving the machine-tool shed, which, by the way, is amply provided, as indeed are the works generally, with travelling and fixed lifting appliances, and while en route for the smiths’ shop, are observed several isolated punching and shearing and other machine-tools for special purposes, and driven by self-contained engines or hydraulic power. The smiths’ shop is a well-arranged workshop, 600 feet long by 60 feet wide, and contains 108 smiths’ fires, besides three furnaces at each end for heating frames and plates, for bending and other manipulative purposes. This department is well supplied with the mechanical contrivances of the forge, including steam hammers of various capacities graduating from 12 cwt. up to over one ton. There are 16 small jobbing hammers in this shop; a massive 70-cwt. hammer of Messrs Thomson’s own make, is used in the production of stern-posts, rudders, and heavy forgings. The smiths’ shop is built upon excellent and somewhat unusual principles, the roof being so constructed as to readily admit of the egress of the smoke from the fires, thus securing good ventilation.

An engineering and machine shop, well equipped with lathes, drills, and other appliances, limited to the operations connected with the production of water-tight doors, steering gears, and the like, is next passed. In close proximity is the riggers loft, where a large staff of workmen, with the aid of mechanical contrivances, manipulate the rigging for the vessels nearing completion in the dock. The firm’s well-appointed saw mills are provided with a full complement of sawing machinery, much of it of a special and very cleverly contrived character. One machine, for instance, is capable of cross-cutting and ripping a log into the required sizes right away, without the usual intermediate manipulation. The arrangements for conveying the timber into position, and for removing it when cut, are very complete, and eminently calculated to ensure rapidity of production. In convenient proximity to the saw mills are the “saw-doctor’s” quarters. The old-fashioned practice of sharpening the teeth of the saws by hand-filing is discarded here in favour of a more rapid and effective method of obtaining the requisite amount of sharpness and “set.” Emery-wheels are employed and accomplish the process with a great saving of time and labour.

Amongst the other departments with regard to which no details need be given, yet all of which are admirably appointed, are the brass foundry and finishing shops, where the brass castings and fittings are prepared. The joiners’, carpenters’, and cabinetmakers’ shops are an important and extensive branch of the Clydebank premises. The building in which they are located measures 220 feet in length, by 156 feet in width. Here the ordinary ship-joinery work is undertaken, and the tasteful and magnificent furnishings, used in the luxurious equipment of the vessels built in the yard, are produced in great numbers. The joiners’ and cabinetmakers’ shops are provided with a vast number of ingenious sawing, wood-working, as well as the more ordinary joinery appliances, manufactured for the greater part by Messrs J. M‘Dowall & Sons, Johnstone, near Glasgow, and Fay & Son, the well-known American house. It is noteworthy that the belting for driving the multiplicity of machines located in this department is all conducted below the floor: in this way a welcome freedom from obstruction, and comparative immunity from danger, is effected.

A word may be added with regard to the engines and boilers used by the firm for driving their machinery. During the day the most of the machinery is driven from these main engines, the chief of which is a 200 horse-power motor, by Messrs Tangye, of Birmingham; and at night the principal machine tools and several of the workshops derive their requisite motive power from the small self-contained engines, which are attached, or are in close proximity, to them.

The engineering and boilermaking section of the works occupies in all a space of about 12,000 square yards. The boiler shop is a large and lofty galleried workshop, occupying an area of 4,000 square yards. It is splendidly equipped with all the most modern appliances for accurate and heavy work. Attention may specially be drawn to an enormous hydraulic riveter, erected by Messrs Brown Brothers, of Edinburgh. This riveter, which is just undergoing completion, is designed with a 6½ feet gap, and can close with ease rivets up to 1¾ inch diameter. It is rendered necessary owing to the tendency to greatly increase pressure since the introduction of the triple expansion engine. An engine of 100 H.P., having a steam accumulator, gives the necessary power for working this, and advantage has been taken of the extra power to actuate a system of hydraulic hoists, winches and capstans, which are being substituted for the coal-devouring and often dangerous donkey boilers and steam winches, usually in use for this purpose. The hoists will also be applied to the larger latches in order to save manual labour.

When ready to be placed on board ship, the boilers are run down to the dock by means of a tramway, in the foundations of which as many as 600 tons of slag have been packed. The boilers are then lifted on board and lowered to their proper place by means of massive shear-legs, constructed by Taylor, of Birkenhead, which are capable of lifting the enormous weight of 120 tons, and which have a foundation composed of some 700 tons of cement.

The new engine works comprise erecting, turning, and tool shops, smithy, brass foundry, and depot for laying castings and other goods, also large stores. The whole cover an area of about 8,000 square yards, making, with the 4000 square yards occupied by the boiler shop, a total area of 12,000 square yards. Machinery by the well-known makers, Messrs Shanks, Heatherington, Harvey, and others, of the most modern and powerful description, has been laid down, also overhead travelling cranes, by Taylor, to lift 30 and 40 tons respectively. Railways have been introduced throughout the shops, and a 6-ton crane locomotive lifts and deposits castings where required. In fact, everything that the most modern engineering skill could suggest has been introduced in order to fit the place for turning out not only the largest class of marine engines, but also for the saving of manual labour, and it is expected that 50,000 I.H.P. can be turned out per annum. The entire premises, it should be stated, are illuminated by the electric light, partly on the “Brush” and partly on the “Swan” systems. The vessels on the slips and in the dock are also illuminated by electric light applied in a portable form.

Since having commenced shipbuilding operations, Messrs J. & G. Thomson have placed as many as 200 vessels in the water, representing an aggregate of 300,000 tons, and a gross capital value of about £7,500,000. The position, therefore, that Clydebank yard takes amongst the shipbuilding establishments of the United Kingdom is certainly in the very front rank. The general manager of the extensive works is Mr J. P. Wilson, a gentleman of extended experience, who has before held similar posts, but none more onerous and exacting. Amongst other of the responsible officials at Clydebank of whom mention should be made Mr J. H. Biles, the firm’s naval designer, occupies an important position and shares in the credit attaching to successful work.

The three yards selected from the Clyde district have now been described, and their distinctive features enlarged upon. In passing to the notices of the yards from other districts, it may be stated that efforts will be made to avoid repetition in details that are essentially similar. The notices will be of a still more general character than those preceding, the only portions where anything like fullness may occur being those concerned with features which are not embraced in any of the Clyde yards. The most stupendous and comprehensive of the works to be noticed are those of:—

PALMERS SHIPBUILDING AND IRON COMPANY, LIMITED,
JARROW-ON-TYNE.

Palmers Shipbuilding and Iron Company, Limited, have their works at Jarrow-on-Tyne, about four miles from the sea. The works embrace both banks of the river Tyne, cover nearly 100 acres of land, and employ about 7,000 persons. They were first commenced in 1851 by Mr Charles Mark Palmer, the present M.P. for North Durham, distinguished for the active part he has taken and continues to take in merchant shipping legislation. In 1865 the works were made into a limited company, Mr Palmer becoming chairman. It is a saying in Jarrow, with reference to these gigantic works, that the raw ironstone is taken in at the one end and launched from the other in the form of iron steamships, fitted complete with all their machinery, to carry on a large share of the world’s commerce. However much this may appear the exaggerated utterance of native pride, it must be declared to be a literal truth. The works include within themselves the entire range of operations, from the raising and smelting of the ironstone to the complete equipment of iron, steam and sailing vessels of all sizes. The ore itself, raised at the rate of 1,000 tons per day, is brought round by sea from the Company’s own mines at Port Mulgrave, near Whitby, in Yorkshire, and is lifted from the river wharf at the works up to the railway level, along an inclined plane worked by a stationary engine. Coke and coal come into the works from Marley Hill and other collieries in Durham and Northumberland, by the Pontop and Jarrow Railway. The coke is discharged into a hopper capable of holding about 1,500 tons, from the bottom of which the blast furnace barrows are filled through sliding doors, dispensing with manual labour. The four blast furnaces are 85 feet high, 24 feet diameter at the boshes, and 10 feet in the hearth. They are capable of producing over 2,000 tons of pig per week, of which more than one-half is used in the Company’s works. The blast is heated to about 1,500° Fahr. in eight “Whitewell” hot air fire-brick stoves of the newest pattern, and there are eighteen kilns for calcining the Cleveland ironstone. The rolling mill forge comprises eighty puddling furnaces, producing over 1,000 tons of puddled bars weekly; which, again, are rolled into plates and angle bars of the largest and smallest sizes used in the trade. There are two forge engines with 36-inch cylinders, one of 4 feet and the other of 5 feet stroke, each driving a roll train and four pairs of 22-inch rolls. There are two plate mills and ten mill furnaces, producing about 1,200 tons of finished boiler and ship plates weekly. Each mill has two pairs of 24-in. rolls, reversed by clutch and crabs; a bar mill with two pairs of rolls, driven by a 24-inch cylinder, produces 120 tons per week; a fourth mill, with four pairs of rolls, driven by two 30-inch cylinders, with 4 feet stroke, produces about 300 tons per week of plates; also a large angle and bar mill, driven by a single engine, having 36-inch cylinder and 4 feet stroke, capable of rolling the very largest angles used in the trade. There is also a sheet mill in the forge. Attached to the rolling mills are shears, circular saws, punching, and straightening presses, all of the newest patterns.

The adjoining department is that of the engine works, which is on the same gigantic scale, and is capable of finishing about forty pairs of marine engines with their boilers, annually, besides a proportionate share of replace boilers and repairs. The department produces its own iron and brass castings and forgings. In the boiler shop of this department vertical rolls for rolling long boiler shell plates were first used, and may be seen in operation. In the year 1882-83, June to June, thirty-six pairs of engines, of 7,300 nominal and 39,240 indicated horse-power, were turned out.

The next department, occupying the east end of the Company’s works, is that of shipbuilding. The shops of this department are fitted up with all the newest machines for quick and efficient production of work. It contains the largest graving dock on the coast, also a very fine patent slip, fitted with hydraulic hauling gear. The building slips are suitable for every kind of vessel up to 500 feet in length, and are capable, with those in the Howdon branch of the works on the opposite side of the river, of launching 70,000 tons of shipping annually. There are nine building slips at Jarrow, and six at Howdon. In the year 1882-83, June to June, 35 vessels of the aggregate tonnage of 68,000 tons were built and delivered to their owners. For transporting material throughout the works, three steam travelling cranes and eleven locomotive engines are employed. For discharging ore, two fixed and two travelling steam cranes, also two hydraulic cranes, are in use. At the engine works are sheer-legs 100 feet high, capable of lifting 100 tons—used for lifting engines and boilers, and for masting the vessels.

The output of tonnage by Palmers’ Company for 1882 and that for 1883 were severally about double the amount turned out by any other one firm in existence for these years. The following statement of the yearly amount of tonnage turned out by the firm since the commencement of iron shipbuilding on the Tyne in 1852, will be interesting, as showing the gradual strides by which the firm have risen from 920 tons thirty years ago to the wonderful return of 61,113 tons in 1883:—

Year.Ton.Year.Ton.Year.Ton.Year.Ton.
1852, 9201860, 4,6531868,15,8421876, 8,635
1853,3,5391861, 4,7511869,11,9001877,16,235
1854,7,4691862,21,4931870,26,1291878,23,470
1855,5,1691863,17,0961871,19,2671879,36,080
1856,7,5311864,22,8961872,12,8101880,38,117
1857,6,8161865,31,1111873,21,0171881,50,192
1858,7,6251866,18,9731874,25,0571882,60,379
1859,11,804 1867,16,5551875,15,8191883,61,113

The first screw-steamer built by the firm, namely, the “John Bowes,” well known as the pioneer of water ballast steam colliers, is still in existence, has recently had her engines renewed for the third time, and is now busily employed in her customary service, carrying coals from Newcastle to London.

The general manager of the gigantic works is Mr John Price, formerly one of the surveyors and a leading spirit in the Underwriter’s Registry for Iron Vessels. The following are the other responsible officials:—Assistant general manager and manager of rolling mills, Mr F. W. Stoker; secretary, Mr Hew Steele; shipyard manager, Mr A. Adamson; engine works manager, Mr J. P. Hall; blast furnaces manager, Mr P. A. Berkeley; blast furnaces assistant manager, Mr H. T. Allison; mining engineer, Mr A. S. Palmer.

SIR WM. ARMSTRONG, MITCHELL & CO.’S SHIPBUILDING WORKS,
LOW WALKER AND ELSWICK-ON-TYNE.

The Low Walker yard of this firm was commenced upwards of thirty years ago by Messrs C. Mitchell & Co., who up to 1883 (when they amalgamated with Sir W. G. Armstrong & Co., the notable firm of engineers and artillerists), had built as many as 450 vessels, or an average of 15 vessels per annum, the average tonnage produced during the last ten years being 23,000 tons. The yard is situated about four miles down the Tyne from Newcastle. It consists of about fifteen acres of ground, and has nine launching berths, but their arrangement is such that at times there have been as many as fourteen vessels on the stocks. The establishment is laid out in a most modern manner. The space occupied by the building slips has a uniform gradient, and, being perfectly flat laterally, gives the greatest facility in the movement of bogies. The yard is served by two complete systems of railways, respectively on the 4 feet 8-in. and 2 feet 3-in. gauge. The former is in connection with a siding from the North Eastern Railway, whereby materials and goods can be brought from all parts of the kingdom, and two locomotives are constantly employed working the trucks into the yard, one of them being of very special construction, on Brown’s patent principle, manufactured by Messrs R. & W. Hawthorn, Newcastle. This locomotive is combined with a steam crane, the jib of which acts as a lever with fulcrum, thus dispensing with chains, and which readily swings right round, depositing the plates on edge into racks arranged on either side of the railway, from which they can be taken with great facility by the workmen at the appropriate time.

The yard is divided in two by a building 250 feet long by 50 feet wide, placed at right angles to the river, and which contains plate furnaces, bolt-maker’s shop, plumber’s shop, rivet store, tool stores, large bending rolls, straightening machine, and man-hole punch, on the ground floor; and on the upper storey rigging loft, sail loft, pattern stores, &c. Along the head of the building berths in one half of the yard there is a line of machine shops 400 feet long by 70 feet wide, in one end of which are installed frame furnaces, bending blocks, &c., as also a number of powerful punching machines, planing machines, special machines for angle cutting, and there has recently been added a powerful radial drill, having four moveable arms arranged to drill holes in any part of plate 16 feet by 4 feet without moving it. At the back of this machine shop, and parallel with it, is a smith’s shop 180 feet long by 50 feet wide, fitted up complete with steam hammers, &c. For the other half of the yard there is a large building 200 feet long, and of an average width of about 150 feet, which contains furnace, with bending blocks, &c., several heavy punching machines, planing machines, drilling and other machines; one portion about 80 feet by 60 feet being used as a fitting shop, containing powerful lathes, radial, and other drilling machines on the ground floor, and on the upper floor a lighter class of shaping, drilling, and other machines. In this building are also constructed two drying stoves, wherein the exhaust steam from the engine is used for drying timber. At the upper end of this machine shop is another blacksmiths’ shop 130 feet long by 50 feet wide, containing steam hammer and drilling machines for special work. A separate building, 80 feet long by 50 feet, is used for the bending and welding of beams, and is so placed that the beams can be lifted direct from barges alongside quay, and laid in position, ready for use.

The smiths’, fitters’, and other similar shops are all conveniently situated; and as the vessels lie alongside the quay to be finished off after launching, the minimum of expense in this respect is incurred. There are numerous steam cranes of 10 tons and under on the quays for landing such portion of the material as comes by water, and also to lift articles on board the vessels fitting out.

The sawmills, joiners’ shops, mould loft, &c., are situated at the lower end of the yard, and the appliances for handling and converting timber are most complete. The wood-cutting machinery is very extensive, and embraces most of the newest labour-saving machines. The establishment in full work employs 2,500 men, and has turned out as much as 30,000 tons gross register of shipping in a year, including almost every type of vessel for mercantile and war purposes, which latter branch of work will now have a further development since the amalgamation with the eminent gun-making firm of Sir W. G. Armstrong & Co. For this purpose a new yard has been laid out at Elswick, adjoining the Ordnance Works, which will be of the most complete character.

The site of this new yard comprises about 20 acres, and at first only half-a-dozen building berths will be laid out, but as the frontage is about 2,000 feet, the number of these can be augmented as required. The buildings already erected or in progress embrace a brick built shop, 265 feet long by 60 feet wide, standing at the western portion of the ground, and at right angles to the river. This building is in three storeys, the lower portion being intended for general stores, tool and rivet stores, fitting shop, &c.; the second floor will be entirely used as a joiners’ shop, and fitted up in the most complete manner with wood-working machinery of every description. The upper floor will be used as a draughting loft and model-room. Parallel to this building, and a little distance from it, will be a blacksmith’s shop, 150 feet by 50 feet. Adjoining the larger building above described, and at right angles to it, is the office block, 120 feet by 45 feet. Along the head of the launching berths stands a tool shed 420 feet long by 40 feet wide, containing the ordinary punching, planing, drilling, and other shipbuilding machines, all of the newest and most powerful type. Near the centre of the site is a large shed 220 feet long, consisting of four bays, each 50 feet wide, the whole carried on cast-iron columns, which will comprise the plate and angle furnaces, bending blocks, beam shop, angle smiths’ shop, plate rolls, large and small, also keel plate bending machine, &c. The yard is served by a complete system of railways, having a siding from the North Eastern Railway Company’s system. Material can therefore be brought from all parts of the kingdom and deposited in any part of the premises.

It is almost unnecessary further to give the particulars of this establishment, suffice it to say that it is being laid out on the experience gained up to date in existing shipyards, and will therefore embrace the newest and most important tools in all branches of work. The intention is that it shall be capable of turning out every description of vessel up to the largest iron-clad, and the construction of war vessels of all kinds will be made a speciality, seeing that the Company can send them to sea completely armed and equipped ready for service. Looking to the magnitude of the establishment, it can be regarded as nothing less than an arsenal, which in time of war would be invaluable to the country. The present and prospective importance of this development of the combined firms’ business may be inferred simply from the fact of the services of so high an authority as Mr W. H. White, late Chief Constructor of the Navy, having been secured as naval adviser and manager.

DEPTFORD SHIPBUILDING YARD AND REPAIRING DOCKS,
SUNDERLAND.

These works, established so far back as 1793, but greatly transformed and extended to suit modern requirements, are owned and presided over by Mr James Laing, son of Mr Philip Laing, their founder. The yard consists of two general sections, situated one on each side of the main road leading to the river Wear. One of these, commonly termed the “Woodyard,” is where wood shipbuilding was conducted in the early days, but which now of course, in common with the other section, is used exclusively for iron shipbuilding. The entire works, including offices, docks, brass foundry, and other premises, cover an area of about thirty acres.

The yard embraces the various shops and sheds usually pertaining to building operations in iron, such as iron-working sheds, smiths’ shop, joiners’ shop, upholsterers’ shop, bookmakers’ shop, &c., all well equipped with machine-tools and appliances, needful in producing vessels for the most important shipping companies. The two general sections of the yard are each worked by one compound surface condensing engine, all machines being driven by belting from main lines of shafting, no independent engines being fitted. Scrive-boards, frame furnace, bending blocks, garboard bender, and other machinery are fitted in each section. Gorman’s gas furnaces are used for heating the material, and these, though rather troublesome when first fitted, about twelve years ago, after some alterations in the details, now give complete satisfaction, and surpass in efficiency ordinary coal furnaces. The joiners’ shop is situated in the wood-yard, and the smith’s shop in the other section. In the smith’s shop a separate engine is provided to drive the blast, so that if it is desired the wood-yard can be kept completely going without having the main engine in the other section at work.

The berths of Deptford yard, have been occupied since the commencement of iron shipbuilding there, over thirty years ago, with vessels for home and foreign shipowners, amongst others for such well known companies as the Peninsular and Oriental Company, the Union Company, the Royal Mail Company, the West India and Pacific Company, the Royal Netherlands Company, and the Hamburg and South American Company. In 1882 the Mexican, of 4670 tons gross measurement, the largest passenger vessel ever built on the North-East Coast, and one of the finest of the Union Company’s fleet of South African mail steamers, was launched from the stocks of Deptford yard. Including the Mexican, the following is the list of vessels launched by Mr Laing in the year named:—

Name.Material.Owners.Gross Tons.
S.S. FriaryIron,British,2307
S.S. Mount Tabordo.,do.,2302
S.S. Mexicando.,do.,4669
S.S. Rhosinado.,do.,2707
S.S. Govinado.,do.,2221
S.S. Lerodo.,do.,2224
S.S. Dolcoathdo.,do.,1824
S.S. Ville de Strasbourgdo.,Foreign,2372
S.S. Ville de Metzdo.,do.,2375
Total23,004

At present Mr Laing is building his 301st iron vessel, which represents the 460th vessel produced within the Deptford yard since its commencement in 1793. The work presently on hand chiefly consists of average size steam vessels, combining cargo-carrying powers with high-class accommodation for passengers, several being lighted throughout by electricity, and one being constructed of steel, and having engines on the triple expansion principle.

Connected with the shipbuilding yard there are two graving docks of 300 feet and 400 feet in length, one on each side of the river. One of these is situated at the west side of the iron yard parallel to the building berths, and therefore conveniently placed for all kinds of alterations and repairs to vessels. This dock is kept dry by means of pumps which act as circulating pumps for the condensers of the yard engines. The pumps used for emptying this dock, as well as the one on the other side of the river, after a vessel has come in, are of the “Pulsometer” type of large size. The capacity of these docks is such that in one year alone the amount of shipping operated upon, either in the way of repairs, alterations, or simple docking, has reached nearly 60,000 tons. A large number of vessels have undergone the important process of lengthening in these docks—a special and very important branch of shipwork in which Mr Laing has been conspicuously successful. The largest undertaking of this kind was the lengthening of the Peninsular and Oriental Company’s screw-steamer Poonah in 1874 from a length of 315 feet to that of 395, or an increase of 80 feet. The work was satisfactorily completed, and the results of the vessel’s after-behaviour at sea were communicated, along with an account of the work of lengthening, to the Institution of Naval Architects by Mr Edwin De Russett, of the Peninsular and Oriental Company, in 1877.

Adjacent to the shipyard are extensive brass and copper works, employing about 300 hands, which, besides supplying all the brass and plumber work required for vessels in the shipyard, undertake similar work for other shipbuilders, also work for the Navy, such as cast gun-metal rams and stern-posts for men-of-war, and brackets for outer-bearings in twin-screws. All sorts of steam and other fittings—Manchester goods—are also here manufactured and dispersed to all parts of the world. Within the same premises are situated the requisite machinery for effecting repairs to the engines and boilers of vessels overhauled in the docks.

At present a large range of new Commercial and Drawing Offices are being erected near the principal entrance to the yard. A new joiner’s shop and sawmill will shortly be erected, and other alterations in the internal economy of the shipyard are contemplated. The new range of offices referred to, have a frontage of about 300 feet, and comprise strong room for the preservation of the firm’s books, drawings, &c.; model-room, 40 feet in length; foremen’s room, 40 feet by 30 feet; general office, 42 feet by 41 feet; private offices for Mr Laing & Sons; drawing office, 45 feet by 40 feet; moulding loft, 78 feet by 40 feet; model-making room, &c. An additional and somewhat noteworthy feature in the new buildings will be a large dining hall for the use of those workmen who have their meals brought to them at the yard. Also, a commodious gymnasium for the benefit of the youth in the employ. These are, in addition to the large “British Workman” already in existence, built by Mr Laing for the use of his employés, and for others who care to subscribe. This institution, comprising dining room, game rooms, smoking room and library, is managed by a committee of the employés, and is self-supporting, a contribution of only one half-penny per week being the qualification for membership, admitting subscriber to all the benefits of the institution.

THE WORKS OF THE BARROW SHIPBUILDING COMPANY (LIMITED).

The Barrow Shipbuilding Company, Limited, was promoted in 1876 by several gentlemen in Barrow connected with the Furness Railway, the Docks, and Steel Works, chief among whom was Mr Ramsden (now Sir James Ramsden) then managing director of the Furness Railway, Mayor of Barrow, and leading spirit in its development generally. The Duke of Devonshire, the largest proprietor in the district and in the other public works mentioned, became the largest shareholder and the chairman of the new shipbuilding company, which was then formally constituted, with Mr Robert Duncan, shipbuilder of Port-Glasgow, as managing director. Mr Duncan designed the whole arrangement of the works as they now stand, and continued to act as managing director till 1875, when he resigned, and was succeeded by Sir James Ramsden, with Mr James Humphreys as manager, which position the latter held till 1880, when he was succeeded by Mr William John, of Lloyd’s Register, to whose talent as a naval architect some tribute has been elsewhere passed in this work.

The total area of the plot of land on which these works stand is 58 acres, with two water frontages, each 1050 feet long, one towards Walney Channel, into which the ships are launched, the other towards the docks where the ships are fitted out. The Walney Channel is sufficiently wide to allow of the launching of the largest vessels without risk, and the site is altogether an exceptionably favourable one. The shipbuilding is carried on in that part of the yard adjoining the Walney Channel, being divided from the engine works by a road, under which is a sub-way, which affords the required communication between the two departments.

Entering the shipbuilding department by the main gate-way in this dividing road the visitor finds himself in a large square, formed by substantial buildings; to the left hand on entering, are the offices, and to the right some of the smaller shops. The opposite side of the square is occupied by the machine shed and smiths’ shops, whilst on the right-hand side of the square are the frame-bending shed, and on the left the joiners’ shop and the sawmill. Passing through the offices upstairs, the visitor enters a very fine drawing office and model-room, 100 feet by 50 feet, in which an efficient staff of designers are engaged. On the ground floor are the counting-house, officials’ rooms, &c., and beyond these the stores for the supply of everything required in building and outfitting ships and machinery. From the stores, or by the outside square, the moulding loft, 250 feet by 50 feet, is reached, of which the joiners’ shop is a continuation. This department is 300 feet long by 60 feet wide, and is fitted with every modern appliance in the way of tools to facilitate work. At the back of this shop is an immense room, 600 ft. by 60 ft., occupied by a sawmill, and used also for spar-making, boat-building, and rigging. Above these rooms, in continuation of the drawing office and model-room, from which it may be entered, is the cabinet-making department, which necessarily requires a large amount of space in an establishment where passenger and emigrant ships of the largest types are equipped ready for sea. The iron-working machine shed, 360 ft. by 100 ft., and the frame-bending shed, 300 ft. by 180 ft., follow in order, occupying the whole of one, and most of the other side of the square above described. Both of these sections are fully equipped with the machinery necessary for the rapid manipulation of material. The smiths’ shop, 200 ft. by 120 ft., contains one hundred fires and seven steam hammers, the former being blown by a Schiele fan. Attached to the smiths’ shop are shops for fitting smith-work and for galvanizing. All these shops and sheds occupy less than one-third of the ground devoted to the shipbuilding department.

Beyond the machine shop are the slip-ways, twelve in number, where vessels of an aggregate tonnage of 40,000 tons have frequently been seen at one time in various stages of construction. On these slip-ways have been built the well-known mail steamer City of Rome and the steamship Normandie, the largest vessel of the French mail service. Here also were built for the Anchor Line the Anchoria, the Devonia, the Circassia, and the Furnessia; for the Ducal Line, the Duke of Devonshire, the Duke of Buccleuch, the Duke of Lancaster, the Duke of Buckingham, and the Duke of Westminster. From these slip-ways also emanated the Ganges and the Sutlej for the Peninsular and Oriental Steam Navigation Company as well as the Eden and the Esk for the Royal Mail Steam Packet Company. For the Isle of Man Steam Packet Company, the Ben my Chree, the Fenella, and the Peveril. For the Société Anonyme de Navigation Belge Américaine, the s.s. Belgenland and Rhyhland. For the Castle Line, the s.s. Pembroke Castle, and for the Société Générale de Transports Maritimes à Vapeur of Marseilles, the s.s. Navarre and Bearn. Here were also produced the Kow Shing for the Indo-China Steam Navigation Company, and the Takapuna for the Union Steamship Company of New Zealand, besides many other vessels well known to the mercantile world. For the Admiralty this yard has turned out seven gun-boats, namely, the Foxhound, the Forward, the Grappler, the Wrangler, the Wasp, the Banterer, and the Espoir, as well as four torpedo mooring ships.

Leaving the shipbuilding department, the visitor passes through the afore-mentioned sub-way to the engine works, which occupies an area of ground equal to that of the shipyard proper. To the left may be noticed the coppersmith’s shop, the brass foundry, and the engineer’s smithy. The Foundry has seven ordinary pot furnaces, and one large reverberatory air furnace for castings of the heaviest class. The smithy is well fitted up with hammers suitable for the work. On the opposite side of the ground are two buildings, the one to the left containing the iron foundry and boiler shop. The foundry, 250 ft. by 150 ft., provided with overhead travellers, is capable of turning out the largest castings required for the monster marine engines of the present day. The boiler shop is the same size, and possesses the most modern contrivances for the skilful and economical execution of work, and it contains a complete equipment of hydraulic riveting machines, both fixed and portable, the largest having a gap of 10 feet and a pressure of 90-lbs.

In the space between the boiler shop and the machine shop there are situated a well-arranged furnace for heating, and the vertical rolls for bending the large plates forming the shells of the marine boilers. In the furnace just mentioned the plates are heated while standing on their edge, and as the top of the furnace is level with the ground, they are readily lifted out by a portable crane and deposited on the bed-plate adjoining the vertical rolls. In this vacant space is also situated the water tower for the accumulator for the 100-ton crane, constructed by Sir Wm. G. Armstrong and erected at the side of the Devonshire Dock, where the machinery is placed on board and fixed for new ships.

The engine shop, although 420 ft. long by 100 ft. wide, is scarcely large enough for the pressure of work oftentimes concentrated there. This shop is unsurpassed in the completeness of its fittings and the perfection of its tools. It, like most of the other shops in the establishment, is fitted up with the electric light.


The foregoing descriptive notes of individual yards may fittingly be supplemented by the following table, which shows the number and relative positions of firms throughout all the districts whose total output of tonnage during the year 1883 exceeded 20,000 tons:—

Firm’s Name.District.Number ofGross
Vessels.Tonnage.
1. Palmer Shipbuilding Co.Tyne3661,113
2. John Elder & Co.Clyde1340,115
3. Wm. Gray & Co.Hartlepool2137,597
4. Oswald, Mordaunt & Co.Southampton1533,981
5. Raylton, Dixon & Co.Tees1731,017
6. Harland & WolffBelfast1330,714
7. Russell & Co.Clyde2830,610
8. Jos. L. Thomson & SonsWear1630,520
9. Short Bros.Wear1425,531
10. R. Napier & SonsClyde 623,877
11. Armstrong, Mitchell & Co. Tyne1723,584
12. A. Stephen & SonsClyde1123,020
13. James LaingWear 922,877
14. Pearse & Co.Tees 922,671
15. Wm. Denny & Bros.Clyde1022,240
16. Richardson, Duck & Co.Tees1221,413
17. Edward Withy & Co.Hartlepool1221,197
18. Swan & HunterTyne1520,080

CHAPTER VII.
OUTPUT OF TONNAGE IN THE PRINCIPAL DISTRICTS.

With the change from wood to iron shipbuilding, and with the development of propulsion by steam instead of sails, the shipbuilding industry has become localised and concentrated in those districts which, besides possessing the sine qua non of ready outlet to the vast ocean, are specially favoured in being the repositories of immense natural wealth in the form of coal and ores. What may now fairly be considered the great centres of shipbuilding are the valleys of the Clyde, Tyne, Wear, and Tees, and also the Thames and Mersey, although these latter rivers have for a considerable number of years been overshadowed as building centres by the immensity of their shipping. In several other districts, of course, shipbuilding is carried on to a considerable extent, and some of these may yet attain much greater importance than they at present possess. Barrow-in-Furness, notwithstanding the remarkable progress of recent years, is still advancing. Belfast occupies a prominent position, not alone because of the large annual output of tonnage, but by reason of the number of high-class ocean steamships which have been, and continue to be, built there. Dundee, Leith, Hull, Southampton, and other places throughout the United Kingdom, are not without claims to recognition on account of the shipbuilding carried on.

The supremacy of one shipbuilding centre over another in the matter of work accomplished, both with regard to its character and its quantity, not infrequently forms the subject of comment in the columns of journals circulating in the districts concerned. The publication, by these journals, at the close of each year, of the returns of new tonnage produced by the various firms, affords an opportunity for vaunting on such matters, and it is, as a rule, taken advantage of by the compilers of the statements, who are usually members of the staff on the journals in question. These statements, through the interesting nature of the statistics they contain, are widely read, and the labour attaching to their preparation must indeed be considerable. The figures are, as a rule, supplied by the shipbuilders themselves, and from a summation of these the compiler draws his conclusions. The accuracy of the returns and the fairness of the comments based upon them, if not always completely satisfactory, are thus seen to be matters for which the compiler is not wholly responsible.

Frequent exception has been taken by correspondents to discrepancies in the tonnages of individual vessels given in these reports, as compared with the tonnages measured by the Board of Trade officials, and entered in their records. Attention was called to this matter at the close of 1883 by a correspondent in Engineering, whose assertions were afterwards corroborated in other journals. From a careful checking of the returns made by the Glasgow press of the shipbuilding on the Clyde for the three previous years this correspondent maintained that the aggregate tonnage was overstated to the extent of about 11,000 per year, or over 34,100 tons for the period named. One very gross instance of the misstatement complained of was given by a second correspondent writing to the Glasgow Herald, who drew attention, along with the returns of other firms, to that of a firm building the smaller class of vessels, who were stated in the Herald’s account to have produced 8,300 tons, when by a careful comparison with the actual tonnages of the vessels as recorded in Lloyd’s Register, their total output was found to fall short of the figure given by as much as 2,172 tons, equivalent to 35 per cent. of the actual output. In commenting on these discrepancies several obvious considerations suggested themselves to the critics: such as possible misapprehension, caused by the existence of several kinds of “tonnages,” and the difficulty of stating accurately the tonnages of vessels recently launched. It was questioned, however, after all such allowances were made, whether those furnishing the figures could be exonerated from the sin of carelessness, or indeed, of pure falsification with the view of figuring prominently in the list. The accuracy of these criticisms has not in any way been disproved, nor has any satisfactory explanation been offered.

While no attempt will here be made to solve the matter, it has been felt that, in justice to the subject, these charges could not be ignored when presenting statistics which are derived mainly from the sources thus challenged. Indeed, in comparing for the present work the statistics given by various journals—even in journals confined to the same district—innumerable disparities have been met with, and the agreement has only been en grosse. Such being the case, it may be asked, could not other and more reliable sources be consulted? The obvious alternative of using the authoritative returns of the Board of Trade, or of Lloyd’s Register, at once suggests itself, but objections to this are even more serious than to using the press statistics. The returns issued annually by the Board of Trade only relate to “Merchant Shipping” registered as such, whereas it is well known that in the returns furnished by the shipbuilders all sorts of vessels built by them are included, and that a very considerable tonnage in war vessels and small vessels for military purposes, also in light-draught river craft, both for our own and other countries, is annually turned out from merchant shipyards. The same objections apply to Lloyd’s Register Summary, although, strangely enough, the figures there more nearly correspond with the builders’ than with the Board of Trade returns, the information given in both cases being the gross tonnage of merchant shipping built and registered in the United Kingdom. Everything considered, the statistics compiled from press returns more accurately represent the work accomplished throughout the districts than those afforded by any of the sources named. In the statistics which follow, therefore, the press returns have been adopted, but to simplify matters for purposes of comparison—the degree of unreliability warranting it—the terminal figures in large quantities have been reduced or increased to hundredths, according as they have chanced to be under or above fifty.

The fluctuation from year to year in the shipbuilding industry of the principal districts over an extended period is exhibited in an interesting manner by the diagram facing page 188, consisting of curves set up on equidistant ordinates representing years, to the scale shown on the right of the diagram. The figures from which the curves have been constructed will be found to the left of the diagram.[32]

It is matter of considerable regret to the author that his utmost efforts to obtain statistics for the Tyne over a period corresponding to that for which the Clyde figures are available have not been rewarded with success. Many likely sources have been consulted, and several gentlemen connected with the river and its industries have been appealed to, but without any satisfactory result. No systematic record of shipbuilding output has been kept by anyone officially concerned with the river, although in every other respect its progress has been abundantly and accurately chronicled. It is only so recently as 1878 that the Newcastle Chronicle begun the practice of giving, in the systematic and complete manner for which it is now justly noted, the returns of shipbuilding throughout the Kingdom. To this journal the author is indebted for the figures of work done on the Tyne during the years subsequent to 1878. The figures for the Wear have been taken from an article descriptive of that district appearing in the Shipping World for June of the present year.

With regard to the Clyde, it is interesting to observe how in the curve the periods of greatest activity, and consequent output, are recurrent every tenth year. Thus at 1864, 1874, and, at all events, 1883, the curve forms decided crests as compared with the general undulations over the intervening years.

During the seven years from 1846 to 1852 inclusive the number of steam vessels built on the Clyde amounted to 14 with wood hulls, 233 with iron hulls—total, 247, of which 141 were paddle-steamers and 106 screw-steamers. The tonnage of the wooden steamers amounted to 18,330, and of the iron vessels to 129,270 tons; the horse-power of the engines in the wooden hulls being 6,740, and in the iron hulls 31,590. In 1851, or nearly a decade earlier than the year at which the curve begins, the number of ships produced was 41, with an aggregate tonnage of 25,320. In 1861, a decade later, 81 steamers were built, the tonnage of which amounted to 60,185, and the horse-power of the engines, 12,493. The tonnage for both steamers and ships, however, during that year was 66,800, as shown by the diagram. During the seven years immediately prior to 1862 the extent and progress of shipbuilding on the river were such that 636 vessels, having an aggregate tonnage of 377,000 tons, were launched from the yards of Glasgow, Greenock, and Dumbarton.

TONNAGE DIAGRAM.

Curves showing the annual aggregate tonnage of new shipping produced in the principal shipbuilding districts since 1860.

TABLE OF YEARLY TONNAGE
YearsClydeTyneWear
Ton’ageTon’ageTon’age
1860 47,80040,200
1861 66,80046,800
1862 69,90056,900
1863123,30070,000
1864178,50072,000
1865154,00073,100
1866124,50062,700
1867108,00052,200
1868169,60070,300
1869192,30072,400
1870180,40070,100
1871196,30081,900
1872230,300131,800
1873232,90099,400
1874262,40088,000
1875211,80079,900
1876174,80054,100
1877169,70087,600
1878222,300126,300109,900
1879174,800139,80092,200
1880248,700149,100116,200
1881341,000177,200148,000
1882391,900208,400212,500
1883419,600216,600212,300

With the year just spoken of a first and very considerable rise in the tonnage output set in and continued till the year 1864, in which year it amounted to 178,500 tons. Various causes of an exceptional nature, or at least, causes apart from the natural progress due to the growth of shipping, were at work in bringing about this increase in the output. The most prominent of these was the necessity which arose for filling up the gaps produced by the withdrawal of many swift steamers from the river and coasting trade to meet the requirements of individuals interested in running the blockade of the ports of the Southern States of America. Between Aprils 1862-3 alone, as many as 30 vessels actively connected in some way with the Clyde and coasting service, were sold for that purpose, and the replacement of these vessels went a considerable way in occasioning the briskness. Another and more abiding cause, however, was the demand for vessels for the cotton-carrying trade. This arose chiefly from the blockade of the American ports, causing cotton to come right from the East Indies and China; and in consequence of the longer voyage many more ships were necessary to carry on the trade. The fact that more than an average number of wrecks had occurred during the two previous winters, together with an increase of the trade between Britain and France as the result of Mr Cobden’s commercial treaty, were elements lending impetus to the briskness in the shipbuilding of the time.

In 1865 the output of tonnage was lessened considerably through what appears to have been but the natural course of commerce in its reactionary stage. This lessened activity was much aggravated when 1866 was reached, and in that year a serious interruption to the trade was caused by a lock-out of the workmen consequent on a partial strike made to enforce what the employers considered an unreasonable demand on the part of the men. In 1867 the output was as low as 108,000 tons, but thereafter it took an upward tendency, its rise to the previous level being sudden, but thereafter very gradual, and spread over a number of years. The output kept steadily improving each year, outreaching former totals, until in 1874 the curve, or, as it may be called, the output wave, formed a crest of exceptional altitude. For that year the aggregate output reached the unprecedented figure of 262,430 tons, a result which made natural all subsequent references to 1874 as the “big year.” The year 1875, although showing an increase in the number of vessels built, yet fell considerably short of 1874 in the matter of tonnage, thus giving to the output curve a decided downward turn. Matters continued to grow worse during 1876, and many of the Clyde firms had painful experiences of “bare poles” until about the beginning of the year 1877, when a slightly improved state of matters set in. Then there was a general desire amongst the workmen for an advance in wages, which ultimately resulted in the great shipwright strike of midsummer, 1877. This strike, it may be remembered, lasted twenty-four weeks, and was one of the most determined struggles which ever took place in this country, both parties having evidently made up their minds to hold out to the last. The strike culminated in the general lock-out of workmen in the autumn of the same year, which, when withdrawn in favour of arbitration as regards the shipwrights, settled down into a keen fight with the ironworkers. The shipwrights’ claim was settled by arbitration, the umpire (Lord Moncrieff) deciding in favour of the employers, and the men accordingly resumed work. The ironworkers’ dispute was likewise a difficult matter to decide, but ultimately the men resumed work on the understanding that their claim for an advance upon their wages of 10 per cent. would be considered six months subsequently. The struggles were exceedingly costly alike to masters and workmen, one of the results being seen pretty distinctly in the diminished output of tonnage during 1877.

About the spring of 1878 matters had not improved in any very material sense; and the ironworkers insisting on a settlement of their former claim for an advance, were met by the employers with a proposal to increase the working hours from 51 per week, as arranged in 1872, to 54 hours per week, or to reduce the then rate of wages. The men were not unnaturally averse to the increase of working hours, and signified their opposition. Subsequently a reduction in wages of 7½ per cent. was enforced, with the result that the ironworkers came out on strike for a time. Ultimately in the spring of 1879 a return to the 54 hours was made. The prevailing great depression continued well on into the autumn of 1879. In October of that year the shipbuilding industry experienced an unexpected but very welcome revival, and an unusually large amount of work came to the Clyde. The output which in 1879 had fallen to 174,800 tons, now took a sudden and remarkable jump, the figure for 1880 amounting to no less than 248,650 tons, affording ample grounds for the belief that the impetus at the close of 1879 was no mere temporary spurt, but a solid revival. Subsequent experience has more than justified this belief. In 1881 the output reached the aggregate of 341,000 tons, in 1882 it overstepped even this, and the output curve continued in the ascendant until for the year 1883 the stupendous aggregate of 419,600 tons was reached. Following the course which accepted theories regarding industrial activity and depression suggest, and which actual experience in the past exemplifies, the curve of output ought still to be in the ascendant, reaching its maximum in 1884, and thereafter declining. Although the close of the year is still some distance off, there is already ample reason to believe that this will not hold good for 1884. This result is after all only very natural when the most exceptional activity of the past four years, coupled with the present very unhealthy state of the shipping trade, are taken into consideration.


The history of iron shipbuilding on the North-East Coast district does not commence until the year 1840. In March of that year the John Garrow, of Liverpool, a vessel of 800 tons burthen, the first iron ship seen in the North-East Coast rivers, arrived at Shields, and caused considerable excitement. A shipbuilding firm at Walker commenced to use the new material almost immediately, and on the 23rd of September, 1842, the iron steamer Prince Albert glided from Walker Slipway into the waters of the Tyne.

During the next eight or ten years very little progress was made, the vessels mostly in demand being colliers, in the construction of which no one thought of applying iron. About the year 1850, the carriage of coal by railway began seriously to affect the sale of north country coal in the London market, and it became essential, in the interest of the coal-owners and others, to devise some means of conveying the staple produce of the North Country to London in an expeditious, regular, and, at the same time, economical manner. To accomplish this object, Mr C. M. Palmer caused an iron screw-steamer to be designed in such a manner as to secure the greatest possible capacity, with engines only sufficiently powerful to ensure her making her voyages with regularity. This vessel (the John Bowes), the first screw collier, was built to carry 650 tons, and to steam about nine miles an hour. On her first voyage, she was laden with 650 tons of coals in four hours; in forty-eight hours she arrived in London; in twenty-four hours she discharged her cargo; and in forty-eight hours more she was again in the Tyne; so that, in five days, she performed successfully an amount of work that would have taken two average-sized sailing colliers upwards of a month to accomplish. To the success of this experiment may be attributed, in great measure, the subsequent and rapid development of iron shipbuilding in the Tyne and East Coast district. The district has maintained by far the largest share—almost amounting to a monopoly—in the production of the heavy-carrying, slow-speed type of cargo steamers, of which the John Bowes may be said to have been the prototype.

Statistics for the Tyne, as already explained, are not available to any extent until within recent years,[33] but from a paper on “The Construction of Iron Ships and the Progress of Iron Shipbuilding on the Tyne, Wear, and Tees,” written by Mr C. M. Palmer, and forming part of the work, “The Industrial Resources of the Tyne, Wear, and Tees,” published in connection with the British Association’s visit to Newcastle in 1863, it appears that the tonnage of iron ships launched from the Tyne during 1862 amounted to 32,175 tons, and during 1863, to 51,236 tons. Comparing this with the output for 1883—twenty years later—it is found that the figures are more than quadrupled, for in that year the output of the Tyne reached as much as 216,600 tons.

In the year following the launch of the John Bowes, namely, in 1853, the first iron vessel built on the Wear, was released from its blocks. The Tees followed the example with great energy and considerable success, and on both these rivers trade in iron shipbuilding has been correspondingly developed.

What may be described, however, as the opening of the age of iron on the Wear did not begin till the year 1863. During that year 17,720 tons of iron shipping were launched, and from that time the declension of wood shipbuilding, which had long made the Wear a distinguished shipbuilding port in the United Kingdom, proceeded apace. The causes of fluctuation in the trade throughout the subsequent years cannot be traced with any circumstantiality, but the general progress made can be readily gathered from the subjoined tabular record of the number of ships built yearly, with their aggregate and average tonnage. Wood vessels, it may be stated, formed part of the aggregate till the year 1878, when wood dropped out of the arena altogether:—

Year.No. ofGross Tons.AverageYear.No. ofGross Tons.Average
Ships.Tons.Ships.Tons.
186011240,2003591872122131,8251081
186112646,77837118739599,3711046
186216056,92035618748888,0221000
186317170,04041018759179,904878
186415371,98747018766054,041901
186517273,13442518777587,5781168
186614562,719432187885109,9001293
186712852,24940818796592,2001418
186813870,302510188077116,2001509
186912272,420594188188148,0001681
187010370,0846811882123212,5001727
18719781,9038441883126212,3001685

During the years 1871, 1872, and 1873 the output from the Clyde yards averaged 50 per cent. of the total shipping produced throughout the United Kingdom. That high proportion fell for the years 1874, 1875, and 1876 to as low as 37½ per cent. In 1882 the Clyde’s contribution to the grand total did not exceed 32½ per cent., so that in one decade the premier shipbuilding centre has fallen from the proud position of producing half the total shipping built within the United Kingdom to that of turning out less than one-third. Mr William Denny, dealing with this subject in a paper on the “Industries of Scotland,” read before the Philosophical Society of Dumbarton, in December, 1878, attributed the then condition of affairs with regard to the tonnage output of the Clyde to the keen competition of the builders on the North-East Coast of England, who managed to produce their favourite type of heavy-carrying, slow-speed steamers at very much less cost than could be done on the Clyde. Their success in this he attributed to four causes—1st, to the enterprise of the small shipowners and the general public on the North-East Coast of England in supplying capital for steamers of this kind; 2nd, to the great cheapness of iron in that district; 3rd, to the long hours worked, enabling the shipbuilding plant to be more profitably employed, and to the great development of piece-work; 4th, to the fact that all the builders being engaged upon work of the same class, the price of which could be measured per ton of dead-weight carried, or per ton gross, and per nominal horse-power, they were able easily to compare the efficiency of each other’s yard in point of production, and by that means a keen competition was produced amongst each other. On the Clyde the great variety and frequent speciality of the work prevented any such common measure of prices existing. This way of accounting for the altered relative positions of the chief shipbuilding centres was doubtless at that time the correct one, and to a large extent it still holds true. The productiveness of the North-East Coast ports has in no way declined since, notwithstanding that a larger number of the higher class passenger ships which have long been so much a Clyde speciality are now being constructed there. But the number of yards everywhere have increased in a higher ratio than on the Clyde, and consequently the aggregate of new shipping produced annually in the United Kingdom is made up of a greater number of separate contributions. That this is mainly the reason of the present position of the Clyde relatively to the whole United Kingdom is proved by the figures contained in the accompanying table, which show, amongst other things, that the ratio of tonnage produced by each of the principal districts to the total produced by the whole of them, has not very much altered during the past six years, or since Mr Denny spoke on the subject. If anything, indeed, the Clyde shows in this respect an advance over its northern rivals: although the advance of the Wear during the past two years is equally marked.

Table giving the Number and Tonnage of Vessels Built on the Clyde, Tyne, Wear, and Tees, during the Years 1878-83 inclusive; also showing the Average Tonnage of the Vessels and the Ratio which the Tonnage produced in each District bears to the Total Tonnage:

Districts.1878.1879.
No.Tons.Av’rageRatio No. Tons.Av’rageRatio
Ton’ge.to Total.Ton’ge.to Total.
Clyde254222,300 87543·5191174,800 91539·8
Tyne115126,300109624·7130139,800107532·0
Wear 85109,900129321·5 6592,200141821·0
Tees 3752,500141910·3 2531,8001272 7·2
Totals491511,000100·0 411438,600100·0
Districts.1880.1881.
Clyde209248,700118944·2261341,000130647·0
Tyne109149,100136726·5123177,200144024·5
Wear 77116,200150920·6 88148,000168120·4
Tees 38 48,5001279 8·7 34 58,6001723 8·1
Totals433562,500100·0 506724,800100·0
Districts.1882.1883.
Clyde297391,900131944·6329419,700127645·1
Tyne132208,400157823·8159216,600136223·3
Wear123212,500172724·2126212,300168523·0
Tees 40 65,0001625 7·4 44 81,8001859 8·6
Totals592877,800100·0 658930,400100·0

With respect to the progress of shipbuilding in steel, little requires to be added to the general account given in [Chapter I]. The tonnage annually produced in steel is a constantly-increasing quantity. Hitherto the Clyde has contributed quite three-fourths of the tonnage of steel vessels, owing chiefly to the vigorous way in which certain of the shipbuilders there have adopted the practice, and also to the openness of the local field for the extensive manufacture of the new material. The North-East Coast, however, bids fair, in the immediate future, to become as productive in steel tonnage as the Clyde district. Recently-discovered processes by which the vast stores of Cleveland ironstone may be made profitably available in steel manufacture are working great changes in the way of modifying old and causing the erection of new works.

The extraordinary growth of steel shipbuilding since its commencement in 1878 is well illustrated by the accompanying tables, which are taken from a paper by Mr W. John, on “Recent Improvements in Iron and Steel Shipbuilding,” read at the meetings of the Iron and Steel Institute in May of the present year. The figures relating to steel may be taken, where any divergence occurs, as more authoritative than those occurring in the general account of work in steel in [Chapter I]. The tables, however, partake of the imperfections already fully alluded to in the present chapter. With regard to them, Mr John says:—“Unfortunately, neither of these tables show the actual amount of shipping, either steel or iron, built in this country, because there would have to be a small percentage, perhaps between ten and twenty, to be added to those classed at Lloyds on Table I. for unclassed ships, and there would be a certain proportion, which I am unable to ascertain, to be added to the figures on Table II. for ships built for foreign owners in this country, and not entered upon the British register. However, the figures in themselves are sufficiently significant of the enormous growth of steel shipbuilding within the last six years, and it will be seen at once, as I have said before, that steel as a material for shipbuilding has passed entirely out of the experimental stage, and must be judged henceforth by the results of its working in the shipyards, and by the results of the performances of the ships already afloat, both as profit-earning machines for their owners, by their general wear and tear, for their safety against strains at sea, and in cases of collision and stranding.”

Table I.—Statement showing the Number and Tonnage of Steel and Iron Vessels Classed by Lloyd’s Register of British and Foreign Shipping during the Years 1878 to 1883, both inclusive.

Year.Steel.Iron.
Steam.Sailing.Steam.Sailing.
No.Tonnage.No.Ton’ge.No.Tonnage.No.Tonnage.
1878 7 4,470329406,196106111,496
1879 8 14,300 1 1,700318436,339 30 34,630
188021 34,031 2 1,342324422,622 31 37,372
188120 39,240 3 3,167401622,440 51 74,284
188255113,364 812,477457742,244 68108,831
188394150,7251515,703576817,584 68116,190
Year.Total.Percentage.
Steel.Iron.Steel.Iron.
No.Tonnage.No.Tonnage.No.Ton’ge.No.Ton’ge.
1878 7 4,470435517,6921·6 0·8598·4 99·15
1879 9 16,000348470,969 2·52 3·2897·4896·72
1880 23 35,373355459,9946·1 7·1493·9 92·86
1881 23 42,407452696,7244·8 5·7495·2 94·26
1882 63125,841525851,07510·7 12·9 89·3 87·1
1883109166,428644933,77414·4715·1285·5384·88

Table II.—Statement showing the Number and Tonnage of Steel and Iron Vessels Built in the United Kingdom and Registered therein during the Years 1879 to 1883, both inclusive.

Year.Steel.Iron.
Steam.Sailing.Steam.Sailing.
No.Tonnage.No.Ton’ge.No.Tonnage.No.Tonnage.
187922 19,522 1 1,700337428,08233 35,332
188026 36,493 4 1,671362447,38939 40,015
188134 68,366 3 3,167411590,50350 68,650
188265115,449 812,478446672,74083112,852
188392141,5521114,193548742,29272114,698
Year.Total.Percentage.
Steel.Iron.Steel.Iron.
No.Tonnage.No.Tonnage.No.Ton’ge.No.Ton’ge.
1879 23 21,222370463,414 5·83 4·3894·1595·62
1880 30 38,164401487,404 6·96 7·2693·0492·74
1881 37 71,533461659,153 7·43 9·7992·5790·21
1882 73127,927529785,59212·1414·0 87·8686·0
1883103155,745620856,99014·2415·3785·7684·63

CHAPTER VIII.
THE PRODUCTION OF LARGE STEAMSHIPS.

Apart from the enormous aggregates, no feature of the annual output of new tonnage during recent years has been more remarkable than the great number of full-powered and capacious steamships built for the various ocean-trading companies. The very general interest with which what has been termed “the race for big ships” was regarded two or three years ago has now settled down into the complacent indifference with which matter-of-fact, every-day things are treated. The number of vessels above 4000 tons gross register built during the year 1881 alone was over two-thirds of the whole number produced during the ten years immediately preceding, and was exactly double the number built during the previous five years. From these general facts it may be understood why the constant additions made to the “leviathans of the deep” excite comparatively so little interest, except where matters of dimension or mere bulk are supplemented by questions of exceptional speed or novel construction.

The subjoined table of steamships above 4000 tons gross register presently afloat or being constructed affords information interesting from several such standpoints; and shows in what years the product of big ships has been greatest, as well as what proportion of individual credit falls to the various centres engaged in their production. The vessels are arranged in the order of their tonnages, which in every case available is the gross register tonnage. While most of the information conveyed in the table is such as may be gathered separately from the registries, the form in which it has been compiled, and the fact of the moulded in place of the registered dimensions being given, makes it valuable for reference. Except in a few instances, where it was impossible to obtain them, the dimensions of the vessels have been supplied by the respective builders.

Before presenting the table, several of the most noteworthy features of the information it conveys may be pointed to. The list comprises no fewer than 138 vessels, 50 of which are constructed of steel. The year 1881 occurs twenty-six times in the subjoined table, that number of vessels over 4000 tons having been turned out within the year. As already stated, this number is over two-thirds the total number for the ten years immediately preceding 1881, and is exactly double the number for the preceding five years. The year 1882 occurs twenty-four times, the year 1883 fifteen times, and the present year—although, of course, subject to possible additions—twenty-one times.

The following summary gives the number of vessels of the “leviathan” order launched in each year since 1858—the year which witnessed the production of the Great Eastern—an achievement as regards size which has not hitherto been equalled:—

1858118656187231879 4
1859018660187391880 3
186001867218749188126
186101868018753188224
186211869018760188315
186331870218771188421
186421871118782

The column giving the districts in which the vessels have been built, shows—what doubtless is already well recognised—that the Clyde is supreme in this quantitative aspect of steamship production. That river occurs seventy-nine times in the table, a number equivalent to 57 per cent. of the total of all the centres put together. Barrow follows next in order, but with the relatively insignificant contribution of twelve—although it is worthy of note that this contribution is entirely made up by the vessels of one firm: i.e., the Barrow Shipbuilding Company—the Mersey contributes eleven, the Tyne ten, and the other districts correspondingly lower numbers.

List of Steamships above 4000 Tons Gross Register presently Afloat (or at one time in existence) or Under Construction, arranged in the order of their tonnage, and showing Builders’ Dimensions, Material employed in Construction, Names of Owners and of Builders, Date of Building, and Where Built.

PART 1 of 2

No.Name of Vessel.Gross Tonnage.Builders’ Dimensions.Material Employ’d.
1Great Eastern,18,915680 by 82½ by 58Iron
2City of Rome,8,141546 by 52 by 38¾Iron
3Etruria,7,718500 by 57 by 40Steel
4Umbria,7,718500 by 57 by 40Steel
5Servia,7,392515 by 52 by 40¾Steel
6Oregon,7,375500 by 54 by 39¾Steel
7Aurania,7,269470 by 57 by 39Steel
8Alaska,6,932500 by 50 by 39′7″Iron
9America,6,500432 by 51 by 37½Steel
10Normandie,6,062460 by 50 by 37½Iron
11Westernland,5,736440 by 47 by 35Steel
12Vancouver,5,600430 by 45 by 33½Iron
13City of Chicago,5,600430 by 45 by 33½Iron
14Austral,5,588455 by 48 by 37Steel
15Pavonia,5,588430 by 46 by 36Iron
16Cephalonia,5,517430 by 46 by 36Iron
17Furnessia,5,495448 by 44½ by 36¼Iron
18City of Berlin,5,491488 by 44 by 36¼Iron
19Orient,5,386445 by 46 by 36′10″Iron
20Parisian,5,359440 by 46 by 36′2″Steel
21Kansas,5,275435 by 43½ by 35½Steel
22 Noordland,5,212400 by 47 by 35Steel
28Arizona,5,147450 by 45′2″ by 37½Iron
24Missouri,5,146435 by 43½ by 35½Iron
25Eider,5,129430 by 46′10″ by 36¼Iron
26Ems,5,129430 by 46′10″ by 36¼Iron
27Fulda,5,109430 by 45¾ by 36½Steel
28Werra,5,109430 by 45½ by 36½Steel
29Bitterne,5,085395 by 44½ by 33¼Iron
30City of Pekin,5,079420 by 47 by 38½Iron
31City of Tokio,5,079420 by 47 by 38½Iron
32City of Yeddo,5,079420 by 47 by 38½Iron
33Arawa,5,026420 by 46 by 32Steel
34Tainui,5,026420 by 46 by 32Steel
35Rome,5,013430 by 44 by 36Iron
36Carthage,5,013430 by 44 by 36Iron
37Germanic,5,008455 by 46 by 34Iron
38Britannic,5,004455 by 46 by 34Iron
39Belgravia,4,976400 by 44½ by 34¾Iron
40Silvertown,4,935340 by 55 by 36Iron
41Valetta,4,911420 by 45 by 37Steel
42Massilia,4,911420 by 45 by 37Steel
43Faraday,4,908360 by 52¼ by 36Iron
44England,4,898362 by 42 by 37½Iron
45Elbe,4,897420 by 44¾ by 36½Iron
46Catalonia,4,841430 by 43 by 35Steel
47Gallia,4,809430 by 44 by 36Iron
48City of Richmond,4,780427 by 43 by 36Iron
49City of Chester,4,770430 by 44 by 37Iron
50 Paramatta,4,759420 by 43 by 37Steel
51Ionic,4,753430 by 45 by 34Steel
52Ballarat,4,752420 by 43 by 37Steel
53Waesland,4,752440 by 42½ by 31½Iron
54Doric,4,744430 by 45 by 34Steel
55Borderer,4,740400 by 44 by 34½Iron
56Iberia,4,671420 by 44¼ by 37¼Iron
57Egypt,4,670440 by 45 by 38Iron
58Mexican,4,669380 by 47 by 34Iron
59Scotia,4,667366 by 47¼ by 42Iron
60Liguria,4,666420 by 44½ by 37¼Iron
61France,4,648395 by 44 by 38Iron
62Labrador,4,612395 by 44 by 38Iron
63Helvetia,4,588420 by 43 by 37½Iron
64Amerique,4,584400 by 44 by 38Iron
65Erin,4,577420 by 43 by 37½Iron
66Scythia,4,557420 by 42 by 36Iron
67Raffaele Rubattino,4,538400 by 42½ by 32½Iron
68Bothnia,4,535420 by 42 by 36Iron
69Spain,4,512426 by 43 by 36Iron
70China,4,499412 by 44 by 32½Iron
71City of Montreal,4,496406 by 43½ by 35¾Iron
72Roman,4,491403 by 43½ by 35Iron
73Tasmania,4,488400 by 45 by 34½Steel
74 Chusan,4,488400 by 45 by 31½Steel
75St. Ronans,4,484402 by 42¾ by 35½Iron
76Kaikoura,4,474420 by 45¾ by 35′4″Steel
77Kimutaka,4,474420 by 44¾ by 33′4″Steel
78The Queen,4,457382 by 42½ by 37Iron
79Coptic,4,448430 by 43 by 33Steel
80Stirling Castle,4,423420 by 49¾ by 32¾Iron
81Norseman,4,386391 by 43½ by 35Iron
82Sardinian,4,376400 by 43 by 36Iron
83Arabic,4,368430 by 43 by 33Steel
84Grecian Monarch4,364380 by 42½ by 36Iron
85Tartar,4,339392 by 47 by 35½Iron
86Iowa,4,329380 by 45 by 35Iron
87Greece,4,310392 by 43 by 37Iron
88France,4,281386 by 43 by 38Iron
89Roslin Castle,4,280380 by 48 by 33Iron
90Canada,4,276392 by 43 by 37Iron
91Circassia,4,272400 by 42 by 34½Iron
92Devonia,4,270400 by 42 by 34½Iron
93Isla de Luzen,4,252393 by 44½ by 32Iron
94Hammonia,4,247375 by 45 by 34′2″Steel
95Hawarden Castle,4,241380 by 48 by 32′10″Iron
96Norham Castle,4,241380 by 48 by 32′10″Iron
97Richmond Hill,4,225420 by 47 by 28Steel
98Potosi,4,219411 by 43 by 35¼Iron
99Ganges,4,196390 by 42 by 34¼Steel
100Sutlej,4,194390 by 42 by 34¼Steel
101Shannon,4,189400 by 43 by 34¼Steel
102 Chateau Margaux,4,176385 by 42 by 33Iron
103Chateau Yquan,4,176385 by 42 by 33Iron
104Italy,4,169389 by 42 by 38’2″Iron
105Anchoria,4,168408 by 40 by 35½Iron
106Sydney,4,166420 by 43 by 34Iron
107Tongariro,4,163380 by 45¾ by 33′4″Steel
108Aorangi,4,163380 by 45¾ by 33′4″Steel
109Ruapehu,4,163380 by 45¾ by 33′4″Steel
110Ludgate Hill,4,162420 by 45 by 28Steel
111John Elder,4,152370 by 41 by 36¾Iron
112Isla de Mindanao,4,141376 by 42 by 35¼Iron
113Navarre,4,137400 by 40 by 33¼Iron
114Venetian,4,136423 by 41 by 31′10″Iron
115Bearn,4,134400 by 40 by 33¼Iron
116Mexico,4,133400 by 43½ by 32½Steel
118Oaxaca,4,133400 by 43½ by 32½Steel
119Brittania,4,129399 by 43 by 34Iron
120Clyde,4,124390 by 42 by 34Steel
121Aconcagua,4,112391 by 41 by 36¾Iron
122Goorkha,4,104390 by 42 by 31Steel
123Thames,4,101390 by 42 by 35Steel
124Werneth Hall,4,100400 by 43 by 31Steel
125Virginian,4,081422 by 41 by 31′10″Iron
126 India,4,065390 by 42 by 21Steel
127Sorato,4,059390 by 42½ by 35¾Iron
128Canada,4,054350 by 43 by 36Iron
129Bolivia,4,050400 by 40 by 33Iron
130Merton Hall,4,043400 by 42 by 30Steel
131Lake Huron,4,040385 by 42½ by 31½Iron
132Cotopasi,4,028390 by 42½ by 35¾Iron
133Kaiser-i-Hind,4,023400 by 42 by 34Iron
134Illimania,4,022390 by 42½ by 35¾Iron
135Tower Hill,4,021420 by 45 by 28Steel
136Rewa,4,017390 by 43 by 29Steel
137Buenos Ayrean,4,005385 by 42 by 34¼Steel
138Ethiopia,4,005400 by 40 by 33Iron

PART 2 of 2

No.Name of Vessel.Owners or Managing Companies.Builders.Where Built.Date of Build.
1Great Eastern,Great Eastern Steamship Coy.J. Scott Russell & Coy.Thames1858
2City of Rome,Barrow Steamship Coy.Barrow Shipbuilding Coy.Barrow1881
3Etruria,Cunard Steamship Coy.John Elder & Co.Clyde1884
4Umbria,Cunard Steamship Coy.John Elder & Co.Clyde1884
5Servia,Cunard Steamship Coy.J. & G. ThomsonClyde1881
6Oregon,S.B. Guion & Coy., Guion LineJohn Elder & Co.Clyde1883
7Aurania,Cunard Steamship Coy.J. & G. ThomsonClyde1882
8Alaska,Guion & Co., Guion LineJohn Elder & Co.Clyde1881
9America,National Steamship Coy.J. & G. ThomsonClyde1884
10Normandie,Compagnie General TransatlantiqueBarrow Shipbuilding Coy.Barrow1882
11Westernland,Soc. Anon. de. Nav. Belg. Amer.Laird BrothersMersey1883
12Vancouver,Mississippi and Dominion Coy.Chas. Connell & Coy.Clyde1884
13City of Chicago,Inman Steamship Coy.Charles Connell & Co.Clyde1883
14Austral,Orient Steam Navigation Coy.John Elder & Co.Clyde1881
15Pavonia,Cunard Steamship Coy.J. & G. ThomsonClyde1882
16Cephalonia,Cunard Steamship Coy.Laird BrothersMersey1882
17Furnessia,Barrow Steamship Coy.Barrow Shipbuilding Coy.Barrow1880
18City of Berlin,Inman Steamship Coy.Caird & Co.Clyde1875
19Orient,Orient Steam Navigation Coy.John Elder & Co.Clyde1879
20Parisian,J. & A. Allan, Allan LineR. Napier & SonsClyde1881
21Kansas,George Warren & Coy.Charles Connell & Co.Clyde1882
22Noordland,Soc. Anon. de Nav. Belge. Amer.Laird BrothersMersey1884
28Arizona,Guion & Co., Guion LineJohn Elder & Co.Clyde1879
24Missouri,George Warren & Coy.Charles Connell & Co.Clyde1881
25Eider,North German LloydsJohn Elder & Coy.Clyde1884
26Ems,North German LloydsJohn Elder & Coy.Clyde1884
27Fulda,North German LloydsJohn Elder & Co.Clyde1882
28Werra,North German LloydsJohn Elder & Co.Clyde1882
29Bitterne,T. R. OswaldOswald, Mordaunt & Coy.S’ampt’n1883
30City of Pekin,Pacific Mail Steamship Coy.John Roach & SonU. States1874
31City of Tokio,Pacific Mail Steamship Coy.John Roach & SonU. States1874
32City of Yeddo,Pacific Mail Steamship Coy.John Roach & SonU. States1874
33Arawa,Shaw, Saville & Albion Coy.Wm. Denny & BrothersClyde1884
34Tainui,Shaw, Saville & Albion Coy.Wm. Denny & BrothersClyde1884
35Rome,Peninsular & Oriental S.N. Coy.Caird & Coy.Clyde1881
36Carthage,Peninsular & Oriental S.N. Coy.Caird & Coy.Clyde1881
37Germanic,Oceanic Steam Navigation Coy.Harland & WolffBelfast1874
38Britannic,Oceanic Steam Navigation Coy.Harland & WolffBelfast1874
39Belgravia,Henderson Brothers—Anchor LineD. & W. HendersonClyde1873
40Silvertown,Ind. Rub. & Telegraph Works Coy.C. Mitchell & Coy.Tyne1884
41Valetta,Peninsular and Oriental S.N. Coy.Caird & Coy.Clyde1884
42Massilia,Peninsular and Oriental S.N. Coy.Caird & Coy.Clyde1884
43Faraday,Siemens BrothersChas. Mitchell & Coy.Tyne1874
44England,National Steam Navigation Coy.Palmer Shipbuilding Coy.Tyne1865
45Elbe,North German Lloyd’sJohn Elder & Coy.Clyde1881
46Catalonia,Cunard Steamship Coy.J. & G. ThomsonClyde1880
47Gallia,Cunard Steamship Coy.J. & G. ThomsonClyde1879
48City of Richmond,Inman Steamship Coy.Tod & M‘GregorClyde1873
49City of Chester,Inman Steamship Coy.Caird & Coy.Clyde1873
50Paramatta,Peninsular and Oriental S.N. Coy.Caird & Coy.Clyde1882
51Ionic,Oceanic Steam Navigation Coy.Harland & WolffBelfast1883
52Ballarat,Peninsular and Oriental S.N. Coy.Caird & Coy.Clyde1882
53Waesland,Soc. Anon. de Navig. Belg. Amer.J. & G. ThomsonClyde1867
54Doric,Oceanic Steam Navigation Coy.Harland & WolffBelfast1883
55Borderer,John Glynn & SonsBarrow Shipbuilding Coy.Barrow1884
56Iberia,Pacific Steam Navigation Coy.J. Elder & Coy.Clyde1863
57Egypt,National Steam Navigation Coy.Liverpool Shipbuilding Coy.Mersey1871
58Mexican,Union Steamship Coy.James LaingWear1882
59Scotia,Telegraph Conveyance & Main. Coy.R. Napier & SonsClyde1862
60Liguria,Pacific Steam Navigation Coy.J. Elder & Coy.Clyde1874
61France,Compagnie General TransatlantiqueCie. Gen. TransatlantiqueS.Nazaire1865
62Labrador,Compagnie General TransatlantiqueScott & Coy.S.Nazaire1865
63Helvetia,National Steam Navigation Coy.Palmer Brothers & Coy.Tyne1864
64Amerique,Compagnie General TransatlantiqueScott & Coy.S.Nazaire1865
65Erin,National Steam Navigation Coy.Palmer Brothers & Coy.Tyne1864
66Scythia,Cunard Steamship Coy.J. & G. ThomsonClyde1875
67Raffaele Rubattino,Messageries Gen. ItalianaPalmer & Coy.Tyne1882
68Bothnia,Cunard Steamship Coy.J. & G. ThomsonClyde1874
69Spain,National Steam Navigation Coy.Laird BrothersMersey1881
70China,Messageries Gen. ItalianaPalmer & Coy.Tyne1882
71City of Montreal,Inman Steamship Coy.Tod & M‘GregorClyde1872
72Roman,British and North Atlantic Coy.Laird BrothersMersey1884
73Tasmania,Peninsular and Oriental S.N. Coy.Caird & Coy.Clyde1884
74Chusan,Peninsular and Oriental S.N. Coy.Caird & Coy.Clyde1884
75St. Ronans,Rankin, Gilmour & Coy.Earles’ Ship. & Eng. Coy.Hull1884
76Kaikoura,New Zealand Shipping Coy.John Elder & Coy.Clyde1882
77Kimutaka,New Zealand Shipping Coy.John Elder & Coy.Clyde1884
78The Queen,National Steam Navigation Coy.Laird BrothersMersey1865
79Coptic,Oceanic Steam Navigation Coy.Harland & Wolff.Belfast1881
80Stirling Castle,Thomas Skinner & Coy.J. Elder & Coy.Clyde1882
81Norseman,British & North Atlantic S.N. Coy.Laird BrothersMersey1882
82Sardinian,J. & A. AllanSteele & Coy.Clyde1874
83Arabic,Oceanic Steam Navigation Coy.Harland & WolffBelfast1881
84Grecian MonarchRoyal Exchange Shipping Coy.Earles Ship. & Eng. Coy.Hull1882
85Tartar,Union Steamship Coy.Aitken & ManselClyde1883
86Iowa,George Warren & Coy.R. & J. Evans & Coy.Mersey1879
87Greece,National Steam Navigation Coy.Palmer Brothers & Coy.Tyne1863
88France,National Steam Navigation Coy.T. Royden & SonsMersey1867
89Roslin Castle,Donald Currie & Coy.Barclay, Curle, & Coy.Clyde1883
90Canada,National Steam Navigation Coy.Palmer Brothers & Coy.Tyne1863
91Circassia,Barrow Steamship Coy.Barrow Shipbuilding Coy.Barrow1878
92Devonia,Barrow Steamship Coy.Barrow Shipbuilding Coy.Barrow1877
93Isla de Luzen,Cie. Gen. de Tobacas de FilipinasOswald, Mordaunt & Co.S’amptn1882
94Hammonia,Hamburg American S.P. Coy.J. & G. ThomsonClyde1882
95Hawarden Castle,Donald Currie & Coy.John Elder & Coy.Clyde1883
96Norham Castle,Donald Currie & Coy.John Elder & Coy.Clyde1883
97Richmond Hill,W. H. Nott & Coy.H. Murray & Coy.Clyde1882
98Potosi,Pacific Steam Navigation Coy.John Elder & Coy.Clyde1873
99Ganges,Peninsular and Oriental S.N. Coy.Barrow Shipbuilding Coy.Barrow1881
100Sutlej,Peninsular and Oriental S.N. Coy.Barrow Shipbuilding Coy.Barrow1881
101Shannon,Peninsular and Oriental S.N. Coy.Harland & WolffBelfast1881
102Chateau Margaux,Cie. Bordelaise de Nav. à Vap.Chant. de la GirondeBordeaux1884
103Chateau Yquan,Cie. Bordelaise de Nav. à Vap.Chant. de la GirondeBordeaux1884
104Italy,National Steam Navigation Coy.John Elder & Coy.Clyde1870
105Anchoria,Barrow Steamship Coy.Barrow Shipbuilding Coy.Barrow1875
106Sydney,Messageries MaritimesMessageries Maritimes.La Ciotat1882
107Tongariro,New Zealand Steam Shipping Coy.John Elder & Coy.Clyde1883
108Aorangi,New Zealand Steam Shipping Coy.John Elder & Coy.Clyde1883
109Ruapehu,New Zealand Steam Shipping Coy.John Elder & Coy.Clyde1883
110Ludgate Hill,W. H. Nott & Coy.Dobie & Coy.Clyde1881
111John Elder,Pacific Steam Navigation Coy.John Elder & Coy.Clyde1870
112Isla de Mindanao,Cie. Gen. de Tobacas de FilipinasBarrow Shipbuilding Coy.Barrow1881
113Navarre,Soc. Gen. de Trans. Marit. à VapeurBarrow Shipbuilding Coy.Barrow1881
114Venetian,Fred. Leyland & Coy.Palmer & Coy.Tyne1882
115Bearn,Soc. Gen. de Trans. Marit. à VapeurBarrow Shipbuilding Coy.Barrow1881
116Mexico,Campania Transatlantica Mexicana R.Napier & SonsClyde1883
118Oaxaca,Campania Transatlantica Mexicana R.Napier & SonsClyde1883
119Brittania,Pacific Steam Navigation Coy.Laird BrothersMersey1873
120Clyde,Peninsular and Oriental S. N. Coy.Wm. Denny & BrothersClyde1881
121Aconcagua,Pacific Steam Navigation Coy.John Elder & Coy.Clyde1872
122Goorkha,British India Steam Navigation Coy.Wm. Denny & BrothersClyde1882
123Thames,Peninsular and Oriental S.N. Coy.J. & G. ThomsonClyde1881
124Werneth Hall,Sun Shipping Coy.Charles Connell & Coy.Clyde1882
125Virginian,Fred. Leyland & Coy.Palmer & Coy.Tyne1881
126India,British India Steam Navigation Coy.Wm. Denny & BrothersClyde1881
127Sorato,Pacific Steam Navigation Coy.John Elder & Coy.Clyde1872
128Canada,Compagnie General TransatlantiqueCie. Gen. TransatlantiqueS.Nazaire1865
129Bolivia,Barrow Steamship Coy.Robert Duncan & Coy.Clyde1873
130Merton Hall,Sun Shipping Coy.Gourlay Brothers & Coy.Dundee1881
131Lake Huron,Canada Shipping Coy.Lon. & Glas. E. & I. Ship. CoyClyde1881.
132Cotopasi,Pacific Steam Navigation Coy.John Elder & Coy.Clyde1873
133Kaiser-i-Hind,Peninsular and Oriental S. N. Coy.Caird & Coy.Clyde1878
134Illimania,Pacific Steam Navigation Coy.Dobie & Coy.Clyde1881
135Tower Hill,W. H. Nott & Coy.John Elder & Coy.Clyde1873
136Rewa,British India AssociationA. & J. InglisClyde1882
137Buenos Ayrean,J. & A. AllanWm. Denny & BrothersClyde1880
138Ethiopia,Barrow Steamship Coy.A. Stephen & SonClyde1873


APPENDIX.
CALCULATING INSTRUMENTS.

The instruments to which references are made in Chapter IV. as having come into use in some of our leading mercantile shipyards by which the calculations undertaken there are rendered greatly more simple, and are more expeditiously made, seem not to be generally known amongst shipbuilders, and as they undoubtedly save much of the labour and time of calculation, without any sacrifice of accuracy, illustrations of them are here given, together with brief notes of their construction and use. For anything, however, like a satisfactory account of the mathematical principles on which these several instruments are based, readers must consult the authoritative sources to which references will be made.

Assuming that the reader appreciates the advantages of shortened calculation, due to the slide rule, or the use of logarithms, the first instrument that may be noticed is one embodying an application of the principle of the slide rule in a remarkably handy and compact form. This is the calculating slide rule invented by Professor Fuller, of Queen’s College, Belfast, equivalent to a straight slide rule 83 feet 4 inches long, or a circular rule 13 feet 3 inches in diameter. From the illustration given it may be seen that the rule consists of a cylinder which can be moved up and down upon, and turned round, an axis, which is held by a handle. Upon this cylinder is wound spirally a single logarithmic scale. Fixed to the handle of the instrument is an index. Two other indices, whose distance apart is the axial length of the complete spiral, are fixed to an inner cylinder, which slides in like a telescope tube, and thus enables the operator to place these indices in any required position relative to the outer cylinder containing the logarithmic scale. Two stops—one on the fixed and the other on the outer or movable cylinder—are so placed that when they are brought in contact the index points to the commencement of the scale.

FIG. 24.

FULLER’S RULE.

Regarding the manner of using the instrument a few general notes may be given. As in the ordinary slide rule the operations of multiplication and division are performed by the addition or subtraction of the parts of the scale that represent in length the logarithm of the numbers involved in the operations.

For example, suppose the following calculation is to be worked out

(6248 × 5936 × 4217) (7963 × 4851) = 4049

To do this in the ordinary way would keep the smartest arithmetician busy for a considerable time, whereas by means of the instrument under notice the result is attained in little over one minute’s time. The motions in the operation are as follows:—Hold the rule by the handle in one hand and move the scale cylinder by the other until the number 6248 is opposite the index attached to the handle portion. Now, move the inner cylinder (by the top) until one or other of the indices (according to the distance of the number from the bottom of the instrument) on the index arm is opposite the number 7963. The scale cylinder is again moved till the number 5936 is opposite one of the indices just referred to, and the inner cylinder carrying the index arm is then moved till one or other of the indices is opposite 4851. Finally, the scale cylinder is moved till the number 4217 is opposite one of the indices on the arm; and the result of the whole operation—4049—is found opposite the index first-mentioned, i.e., that attached to the handle portion of the instrument.

It may be further explained that the sliding of the scale cylinder until the new number is opposite the index point really involves two operations: one sliding it till the end of the scale is opposite the index point—which subtracts the logarithm of the divisor; and the other sliding it till the next multiplier is opposite the index point—which adds its logarithm to the previous result. Hence, when the operations end with division the scale cylinder must be moved till the end of the scale is opposite the index point.

The second scientific instrument to be noticed is the Polar Planimeter, invented by M. J. Amsler-Laffon, Schaffhausen, Switzerland, the object of which is to find the area of any figure by simply tracing the outline with a pointer, the instrument—of which the pointer is a part—doing all the rest; the results read off from it having to undergo only a very simple and elementary calculation to attain the desired result.

FIG. 25.

AMSLER’S POLAR PLANIMETER—(FIXED SCALE).

Planimeters are made of several forms, the two kinds illustrated by Figs. 25 and 26 being the most usual.[34] The planimeter shown by Fig. 25 represents the instrument as made to one scale only, for square inches of actual measurement. By its means the areas of, say, cross sections of ship’s hull can be ascertained in an extremely short time and with almost perfect accuracy, the readings taken from the instrument having simply to be multiplied by a multiplier consisting of the square of the number of units to the inch, corresponding to the scale on which the sections are drawn, as 4 for ½-inch scale, 16 for ¼-inch, 64 for ⅛-inch, etc.

FIG. 26.

AMSLER’S PLANIMETER—(VARIOUS SCALES).

The Planimeter shown by Fig. 26 is the instrument in a form adaptable to various scales, but does not possess any very marked advantages over the simpler form for the purposes of the naval architect or marine engineer, so that notice of it must be brief. In this form of the instrument the unit can be changed by altering the length of the arm which carries the tracer to any of the scales for which the instrument may be made available, and which are found divided upon the variable arm. The scales which are usually provided for are as follows:—

10 sq. in.= 10 square inches}
0·1 sq. f.= 0·1 square foot}
1 sq. dcm.= one square decimetre}Every total
0·5 sq. dcm.= 0·5 square decimetre}rotation of
2000 sq. m.}= 2000 square metres on a}the roller.
1 : 500}scale 1 : 500}
1000 sq. m.}= 1000 square metres}
1 : 500}scale 1 : 500}

Describing the simple planimeter more in detail, and referring to Fig. 25, it may be said the outline of the figure to be dealt with is travelled round by a pointer attached to a bar moving on a vertical axis carried by another bar, which latter turns on a needle point slightly pressed into the drawing surface. The bar with the pointer is provided with a revolving drum having a graduated circumference and a disc counting its revolutions. The drum is divided into 100 parts, reading into a vernier, which gives the reading of the drum’s revolution to the 1/1000 part of its circumference. Upon the same axis as the drum an endless screw is cut, working into a worm wheel of ten teeth connected with the counting disc, which records the revolutions of the drum.

To use the planimeter, place the instrument upon the paper so that the tracing point, roller, and needle point, all touch the surface at any convenient position. Press the needle point down gently, so that it just enters the paper, and place the small weight supplied with the instrument over it. Make a mark at any part of the outline of the figure to be computed, and set the tracing point to it. Before commencing read off the counting wheel and the index roller. Suppose the counting wheel marks 2, the roller index 91, and the vernier 5, then, the unit in this case being 10 sq. ins., write this down 29·15 (for the proportional or variable-scale planimeter this reading would be 2·915.) Follow with the tracing point exactly the outline of the figure to be measured in the direction of the movement of the hands of a watch, until you arrive at the starting point; now read the instrument. Suppose this reading to be 47·67, then by deducting the first reading (29·15) the remainder (18·52) indicates that the measured area contains 18·52 units—i.e., square inches—which is the final result, so far as the instrument is concerned. To obtain the actual area in feet, however, this result must be multiplied by the number before explained corresponding to the scale on which the figure that has been measured is drawn.[35] Assuming the scale to have been ¼-inch per foot, then 18·52 inches multiplied by 16—the appropriate multiplier for that scale—gives 296·32 square feet, the exact area.

Several important points remain to be noticed in connection with the use of the instrument. As a rule, the areas to be measured in connection with ship designing are on a small scale, and the fixed or needle point about which the instrument moves can always be placed outside the figure measured, in which case the process remains as above stated. It should be mentioned, however, that by placing the needle point inside the figure, in such a position as to enable the operator to follow its contour a larger figure can be measured at one operation—the reading, however, being less than the true area by a constant number which varies slightly with the construction of each instrument, and which is found engraved on the small weight already referred to (on the top of the bar in the proportional planimeter). Adding this constant number to any reading taken by the instrument placed as described, gives the true area.

The counting disc may go through more than one revolution forwards or backwards. If the needle point be outside the figure traversed the counting disc can only move forwards (as 9, 0, 1, 2, &c.): that is, provided the figure has been traced in the manner directed—in the direction of the hands of a watch. Then as many times as the zero mark passes the index line add 10·000 to the second reading. If the needle point be inside the figure, the disc can move either forwards or backwards. If moving backwards, as 2, 1, 0, 9, &c., then add 10·000 to the first reading.

Before passing from the subject of the planimeter it may be both interesting and useful to give an example of a calculation involving its use. Subjoined is a specimen displacement and longitudinal centre of buoyancy calculation, and any one familiar with the prodigious array of columns and figures pertaining to a “displacement sheet” of the ordinary kind cannot fail to appreciate the advantages of the specimen, both with respect to simplicity of arrangement and curtailment of the amount of calculation ordinarily involved:—

EXAMPLE OF SHIP DISPLACEMENT, WORKED OUT BY PLANIMETER.

No. of Sections for Displacement.Area of Half Sections.Simpson’s Multipliers.Functions.Multipliers for Centre of Buoyancy.Moments for Centre of Buoyancy.
Successive Readings of Planimeter.Difference between Readings = Area in sq. ins.
52·73
152·730·010·000·00
254·551·8247·2817·28
358·984·4328·86217·72
464·615·63422·25367·56
570·736·12212·24448·96
677·056·32425·285126·40
783·376·32212·64675·84
889·646·27425·087175·56
995·756·11212·22897·76
1001·455·7422·89205·20
1106·094·6429·281092·80
1208·572·4849·9211109·12
1308·570·010·0120·00
(Com. int.) (mult. for ¼th scale) (both sides) }168·12
28·6 × 16 × 2}= 8·716168·12 )1024·20
(Simpson’s Mult.) (cub. ft. to ton.)} 6·09*
3 × 35}100872
16812
117684
* 6·09 × 28·6 (Com. Int.)134496
= 174·2 Centre of Buoy.
forward of No. 1 Ordinate.1465·33392 tons m’l’d dis’p’t.

The integrator, another and still more ingenious instrument, by M. J. Amsler-Laffon, was invented theoretically shortly after the planimeter just described (in the year 1855), but was first constructed for practical use in the year 1867, the first instrument made being exhibited in the Paris International Exhibition in the year named. It was not introduced into England till the year 1878, and although adapted for other uses than those involved in scientific calculations connected with shipbuilding it was in this connection that attention was first seriously directed towards it. In 1880 the late Mr C. W. Merrifield described the instrument, and traced the mathematical principles upon which it is based, before the Institution of Naval Architects, and in 1882, before the same body, Mr J. H. Biles, naval architect for the firm of Messrs J. & G. Thomson, called attention to the usefulness of the instrument in stability investigations, showing by specimen calculations and other particulars its great adaptability to this class of work, even in the hands of youthful and untrained operators. A still more recent and exhaustive paper devoted to the claims of the integrator upon naval architects was read before the same Institution by Dr A. Amsler, the son of the inventor, at its last meeting. This paper was chiefly concerned with demonstrating the advantages of the integrator in respect of time saved, as well as in respect of its great accuracy.

FIG. 27.

AMSLER’S MECHANICAL INTEGRATOR.

The object of the integrator is to find at one operation the area, the statical moment, and the moment of inertia of any closed curve or figure by simply tracing out the curve with a pointer, the results being read off directly from the instrument, as in the case of the planimeter, and with a correspondingly small amount of after calculation. As shown by Fig. 25, the essential parts of the integrator are a rail L, having groove with which to guide the wheels p and q of a carriage provided with rollers D1 D2 D3 moving on the surface of the drawing. The contour of the figure to be dealt with is traced—in the direction of the movement of the hands of a watch—by the pointer F, this pointer being attached to an arm moving on the vertical centre of the instrument while the whole mechanism runs to and fro on the rail L. Under these conditions the rollers D1 D2 D3 execute movements partly rolling, partly sliding, and by readings taken from the divisions engraved upon their circumferences at the beginning and the end of the whole movement, together with simple arithmetical processes, the nature of which may be inferred from the explanations given of the planimeter readings, the three quantities sought are arrived at.

In a valuable appendix to the paper read by Dr Amsler, before the Institution of Naval Architects, specimen sheets are given of several calculations, of a vessel of about 4000 tons, the forms in which the figures are entered being so arranged as to avoid all unnecessary trouble in measuring and calculating, and to contain at the same time a check on the results. The accuracy and the speed of working depend, of course, to a considerable extent on the person using the integrator, but as showing what can be obtained with the instrument after some practice, the specimens given in the paper referred to are certainly remarkable. For the calculations of the data necessary for the construction of the curves of displacement and vertical position of centre of buoyancy, the complete integrator and arithmetical work took only two hours; for the data requisite for the curve of displacement per inch immersion, and transverse metacentre one hour was taken; and for the complete calculation, affording data to construct a stability curve, the time taken was only eight hours. A similar calculation done in the ordinary arithmetical method, and giving results far less reliable, would have taken as many days. All the work, it should be added, was done without the aid of an assistant. Amongst other calculations besides displacement and stability in connection with which the integrator is greatly advantageous, are those concerned with the strength of vessels and with the longitudinal strains to which they are subject at sea through unequal distributions of weight and buoyancy, already fully referred to in the chapter on scientific progress.


BENNETT & THOMSON, PRINTERS.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


JOHN BURNS.

JOHN BURNS, F.R.A.S., F.R.G.S.

CHAIRMAN OF THE CUNARD STEAMSHIP COMPANY.


Born at Glasgow and educated at the University in that city. At an early age became a partner in the firm of G. & J. Burns, which was founded in 1824 by George Burns (his father) and James (his uncle), also in the Cunard Steamship Company, of which gigantic concern, as is well known, his father, with Samuel Cunard and David M‘Iver, were the founders in 1839. From the first Mr Burns earnestly addressed himself to the responsibilities of his important position, and finding able coadjutors in his other partners in the Cunard Company, has carried on the concerns of that great Steamship Line so as to enhance its reputation and maintain first place in the Atlantic Mail Service. In 1880, forty years after its formation, the Company was transformed into a public corporation, with Mr Burns as chairman. The fleet now consists of 37 steamers, representing over 110,000 tons, or a money equivalent of nearly £3,000,000, and giving employment to an enormous number of persons. While everything is done on board to ensure speed and comfort, the main consideration, to which all others are made subservient, is safety. First-class vessels, unstinted equipment, carefully-selected officers and men, combined with close personal supervision, are the means used to attain this end, and that it is attained marvellously is matter of world-wide fame. Apart from his able management of the Cunard fleet, Mr Burns has not allowed the affairs of his Home Services between this country and Ireland and elsewhere, to suffer in any particular, but in his hands these concerns have flourished and the trade greatly increased. The services are conducted by a splendid fleet of mail steamers, now belonging exclusively to Mr Burns, quite irrespective of the Cunard fleet, and which, for speed, safety, and unfailing regularity of departure and arrival, are probably unsurpassed. As representing the Cunard Company, and also as a private shipowner, Mr Burns has taken frequent and conspicuous part in the discussion of those great matters which concern the maritime interests of this country. Has often been called upon to give evidence before Select Committees of the House of Commons on shipping affairs. Was amongst the first to recommend to Government the desirability of fitting merchant steamships so as to be available in times of war. Is Deputy-Lieutenant of Lanarkshire, and Magistrate for the counties of Lanark and Renfrew. Evinces unbounded interest in the commercial and social well-being of his native city, numerous benevolent institutions in great measure owing their existence to his hearty munificence. His residence of Castle Wemyss, on the Clyde, is frequently the abode of the famous of this and other countries.

John Burns (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


NATHANIEL DUNLOP.

NATHANIEL DUNLOP.

MEMBER OF THE GLASGOW PHILOSOPHICAL SOCIETY; MEMBER OF THE CLYDE NAVIGATION TRUST; AND TRUSTEE OF ANDERSON’S UNIVERSITY, GLASGOW.


Born at Campbeltown, Argyleshire, in 1830, and educated at the Grammar School of that town. In 1845 removed to Glasgow, and in 1847 entered the counting-house of Mr George Gillespie, where he was chiefly employed in connection with the Allan Line service of clipper ships between Glasgow and Canada, for which trade Mr Gillespie was then agent. In 1853 transferred his services to the Allan Line firm, where, for several years, was principal clerk and cashier, subsequently becoming partner. During the year 1853 the Messrs Allan resolved to add a fleet of steamers to their already well-known line of clipper ships, and contracted for the building of four screw vessels, the first of which—the Canadian—was launched in July, 1854. The growth of the business may be inferred from the fact that the Allan fleet at the present time consists of twenty-eight steamers, of 87,078 tons, and fifteen sailing vessels, of 21,225 tons. Mr Dunlop, since joining the firm, has taken an active part, along with Mr Alexander Allan, its senior member, in the building arrangements of the Allan Line. When mild steel was beginning to take the place of iron in the construction of steamers, and before any of the Atlantic companies had ventured on its use, Mr Dunlop and his partners evinced ready confidence in the new material, their adoption of it being elsewhere referred to in this work. From an early period Mr Dunlop has taken an active interest in shipping legislation. In 1874 gave evidence before the Select Committee of the House of Commons upon the Measurement of Tonnage Bill, and again in 1882 before the Royal Commission on the same subject. During the Plimsoll agitation, and the consideration of the proposed legislation resulting from it, was a witness before the Select Committee of the House. In 1879 was deputed by the Shipowners Association of Glasgow to give evidence before the Select Committee upon the Merchant Seamen Bill then before the House. In connection with Mr Chamberlain’s recent efforts at legislation on Merchant Shipping, issued a pamphlet which very fully discussed the questions raised, and exhibited an analysis of the losses of life in merchant shipping. Gave evidence during the present year before the Load Line Committee, on which body Mr Dunlop had been invited to serve; business duties, however, preventing him accepting.

Yours faithfully Nathl Dunlop (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


THOMAS HENDERSON.

THOMAS HENDERSON,

CHAIRMAN OF THE GLASGOW SHIPOWNERS’ ASSOCIATION; OF THE LOCAL MARINE BOARD OF THE PORT OF GLASGOW AND OF THE CLYDE LIGHTHOUSE TRUST; DIRECTOR OF THE GLASGOW CHAMBER OF COMMERCE, AND OF THE CHAMBER OF SHIPPING OF THE UNITED KINGDOM.


Mr Thomas Henderson, senior member of the firm of Henderson Bros., managing owners of the Anchor Line of Steamships, is a native of Fifeshire, but was educated in Glasgow. He entered, at an early age, the mercantile marine service as an apprentice, and rapidly rose through the different grades of the profession to the command of various sailing ships and steamers belonging to the port of Glasgow. In 1853 he was admitted a partner in the shipping firm of Handyside, & Co., which, five years afterwards, was changed to Handyside & Henderson. Some years later, on the retirement of the Messrs Handyside and the assumption of Mr John Henderson and other partners into the business, the firm became Henderson Brothers, under which designation the greater part of the steam shipping business now carried on by the Anchor Line steamships has been developed and extended. The fleet as now constituted consists of forty-five steamships of an aggregate measurement of over 124,000 tons, with an engine power of above 25,000 horses nominal. These vessels are employed severally in the Transatlantic, Indian, and Mediterranean services, in all of which they are well known and appreciated by the public as in all respects first-class, and second to no other competing line for safety, speed, comfort to passengers, and careful delivery of goods carried. One branch of the extensive services of the Anchor steamships, specially noteworthy as forming one of the modern “express” lines which have given such impetus to ocean travel, is the express service between Liverpool and New York, in which the magnificent steamships City of Rome and Austral are engaged. In connection with their head office in Glasgow, Messrs Henderson Bros. have established branch offices of their own in London, Liverpool, Manchester, Barrow-in-Furness, Queenstown, Londonderry, Dundee, New York, Boston, Chicago, Paris, Marseilles, and Palermo, at all of which the agency business of the several lines of steamers is attended to by their own employees. In addition to his responsible share in the concerns of the Anchor Line, Mr Henderson is a partner in the extensive shipbuilding and engineering works of D. & W. Henderson & Co., at Meadowside, Partick, and Finnieston Quay, Glasgow. The estimation in which Mr Henderson is held as a shipping and commercial authority may be inferred from the enumeration of important offices at the head of this note; most of which he has worthily occupied for many years.

Very truly yours Thomas Henderson (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


WILLIAM PEARCE.

WILLIAM PEARCE,

MEMBER OF COUNCIL OF THE INSTITUTION OF NAVAL ARCHITECTS; MEMBER OF THE IRON AND STEEL INSTITUTE, AND OF THE INSTITUTION OF ENGINEERS AND SHIPBUILDERS IN SCOTLAND.


Born at Brompton, in Kent, in the year 1835. Learned practical shipbuilding in Her Majesty’s Dockyard at Chatham, and was at the same time engaged in the office of the master shipwright there, the late celebrated Mr Oliver Lang. When the Government in 1861 determined upon the construction of iron ships in the Royal Dockyards, was the first officer selected to carry on that work, and superintended the building of H.M. Achilles in the dockyard at Chatham. In 1863 left the Government service to become a Surveyor to Lloyd’s Registry in the Clyde district, and in 1864 was appointed General Manager in Messrs R. Napier & Sons’ shipbuilding establishment, where, in 1865, his ability as a naval architect was first brought into prominence through the designing of the Pereire and Ville De Paris, built for the Compagnie General Transatlantique, which vessels maintained for several years a foremost place amongst the fast ships on the Atlantic. After the death of Mr John Elder, in 1869, joined by request the late Messrs John Ure and J. L. K. Jamieson in carrying on and extending the gigantic shipbuilding and engineering business at Fairfield, under the title of John Elder & Co. In 1878 Mr Ure and Mr Jamieson retired from the firm, and Mr Pearce became sole partner, which position he has occupied up to the present time. Has constructed many steamships that are amongst the most celebrated in existence, of which it may suffice simply to name the Arizona, Alaska, and Oregon; the Orient, Austral, and Stirling Castle; also the Umbria and Etruria, just being completed for the Cunard Steamship Company. Another vessel built by Mr Pearce, the construction of which excited, perhaps, a greater amount of interest than any of the above named, was the yacht Livadia, for the late Emperor of Russia. The design, which was a fantastic one, was by Admiral Popoff. Mr Pearce’s enterprize has not been confined to shipbuilding and engineering, having projected or become largely interested in several lines of steamers, amongst which are, the Pacific Mail Steamship Co.; the New Zealand Shipping Company; the Guion Line; and the China Line of the Scottish Oriental Steamship Company. In 1880 Mr Pearce gave the opening lecture in the course delivered in connection with the Marine Exhibition held in the Corporation Buildings, Glasgow. In 1881 was appointed a member of the Royal Commission on Tonnage, and in October of the present year was appointed a member of the Royal Commission on Merchant Shipping.

Yours faithfully W. Pearce (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


JAMES ANDERSON.

JAMES ANDERSON, F.R.G.S.

CHAIRMAN OF THE ORIENT STEAM NAVIGATION COY., LIMITED; CHAIRMAN OF THE LONDON BOARD OF DIRECTORS OF THE SCOTTISH PROVINCIAL INSURANCE COY.; DIRECTOR OF THE HOME AND COLONIAL INSURANCE COY., DIRECTOR OF THE BANK OF BRITISH COLUMBIA, ETC.


Born at Peterhead, Aberdeenshire, on 17th May, 1811, his family then being—and having been since 1780—extensively engaged in shipowning and shipbuilding there. Removed to London in 1831, and entered the counting-house of Mr James Thomson, a considerable shipowner, whose vessels were principally engaged in the West Indian trade. Assumed partnership with Mr Thomson in 1847, carrying on business as James Thomson & Co., a connection which, unfortunately, was soon thereafter broken, in the removal by death of Mr Thomson. In 1849 the business was extended to the Australian trade, by the commencement of a line of sailing vessels to Adelaide, which soon became well-known and favourite traders. Some time after Mr Thomson’s death, the name of the firm was changed to Anderson, Thomson & Co., and in 1869 it underwent a second change to Anderson, Anderson & Co., its present designation. In 1876 the feasibility of running a direct line of steamships to Australia occurred to Mr Anderson and his partners, and was practically tested at their sole risk in that year. Notwithstanding the predictions that severe loss would result, the experiments encouraged Messrs Anderson, Anderson & Co. to promote the formation of a company to work such a service. Early in 1877, Messrs F. Green & Co. joined Messrs Anderson, Anderson & Co. in the enterprize, and on the 7th March, 1878, the steamer Garonne left England for Australia, flying the flag of the Orient Steam Navigation Co., Limited, the designation “Orient” having been adopted through the high reputation of the clipper ship of that name belonging to Messrs Anderson, Anderson & Co. Anticipations were at first confined to the hope that sufficient trade might be found to justify monthly sailings, but almost at once it was seen that a fortnightly service was requisite. At the outset four steamers—the Chimborazo, Lusitania, Cuzco, and Garonne—were purchased by the Company, and one—the Orient—built. In January, 1880, the Pacific Steam Navigation Company entered, as it were, into partnership, by supplying, in ready and admirable working order, the additional vessels required. The further additions to the fleet, and the nature of the service done, are referred to elsewhere in this work.

James Anderson (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


ALEXANDER C. KIRK.

ALEXANDER C. KIRK, M.I.C.E.

MEMBER OF THE INSTITUTION OF NAVAL ARCHITECTS; OF THE INSTITUTION OF MECHANICAL ENGINEERS, AND OF THE INSTITUTION OF ENGINEERS AND SHIPBUILDERS IN SCOTLAND.


Born in the year 1830, at the Manse of Barry, Forfarshire, of which parish his father was minister. Received his education at the Burgh School of Arbroath, and subsequently at the University of Edinburgh. After serving the customary term of apprenticeship, as an engineer, with Mr Robert Napier of the Vulcan Foundry, Glasgow, was for several years in the drawing office of Messrs Maudsley Sons & Field, London. Removed from London to Bathgate as manager of Young’s Parafin Oil Works, first at Bathgate and then at West Calder, during which period he introduced many improvements in the apparatus employed, notably in shale breaking and cooling machinery. About 1870 became manager of the Engineering Department in the works of Messrs John Elder & Co., Glasgow, a post which he held till 1877, when, along with his present partners, he purchased the celebrated Shipbuilding & Engineering Works, Govan, established and so long carried on by the Napier family, and still conducted under the old designation of Robert Napier & Sons. While with Messrs Elder & Co., Mr Kirk introduced the principle of triple expansion in marine engines, a departure which has since been followed with notable success in several of the larger vessels turned out by Messrs R. Napier & Sons, fuller reference to which is made in the body of this work.

Alexander C. Kirk (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


BENJAMIN MARTELL.

BENJAMIN MARTELL.

CHIEF SURVEYOR, LLOYDS’ REGISTER OF BRITISH AND FOREIGN SHIPPING; MEMBER OF THE IRON AND STEEL INSTITUTE, AND MEMBER OF COUNCIL OF THE INSTITUTION OF NAVAL ARCHITECTS.


Mr Martell served the term of apprenticeship and was educated as a Naval Architect in the Royal Dockyard, Portsmouth, during a portion of which time he was engaged under Mr John Fincham, Master Shipwright, in preparing designs of war ships for the Royal Navy. Subsequently he became manager for a private shipbuilding firm, and in 1856 was appointed a surveyor to Lloyds’ Register of British and Foreign Shipping, for which important Society he has been Chief Surveyor during the last twelve years. Is a Member of Council of the Institution of Naval Architects, and takes an active part in the annual proceedings of that Institution, being the author of several papers on important professional subjects read before its members. Is the author of Rules and Tables for determining the Freeboard of Merchant Steamers and Sailing Vessels, which, issued under the authority of Lloyds’ Register, have met with pretty wide acceptance amongst shipowners. Was deputed by the Committee of Lloyds’ Register to represent them on the Government Departmental Committee appointed to enquire into the Load Line of Vessels.

B. Martell (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


WILLIAM H. WHITE.

WILLIAM HENRY WHITE.

FELLOW OF THE ROYAL SCHOOL OF NAVAL ARCHITECTURE; MEMBER OF THE COUNCIL OF THE INSTITUTION OF NAVAL ARCHITECTS; MEMBER OF THE INSTITUTION OF CIVIL ENGINEERS; AND OF THE ROYAL UNITED SERVICE INSTITUTION; LATE CHIEF CONSTRUCTOR OF THE ROYAL NAVY.


Born at Devonport in 1845. Entered the Royal Dockyard, Devonport, in 1859. Appointed to an Admiralty Scholarship in the Mathematical School there in 1863, and received a preliminary training in shipbuilding, ship-drawing, and applied mathematics. In 1864 appointed an Admiralty student in the Royal School of Naval Architecture and Marine Engineering, South Kensington, standing first in the competitive entrance examination, and maintaining the first place throughout the course of training. Received his diploma of Fellowship (first class) of the Royal School of Naval Architecture in 1867, and was at once appointed to the Constructive Department of the Admiralty. From 1867 to 1883 continued in the Royal Navy Service, and attached to the Admiralty Department, rising to be Secretary to the Council of Construction in 1873, Assistant Constructor in 1875, and Chief Constructor in 1881. Was appointed Professor of Naval Architecture at the Royal School of Naval Architecture in 1870, and continued to hold that position at South Kensington, and at the Royal Naval College, Greenwich, until 1881, concurrently with his appointment at the Admiralty. Resigned his position in the public service in March, 1883, in order to assume the office of Naval Constructor to the firm of Sir W. G. Armstrong, Mitchell & Co. (Limited), Newcastle-on-Tyne. Is the author of “A Manual of Naval Architecture,” well known and highly valued by all classes in the profession, and of numerous papers on professional subjects separately published, or read before the Institution of Naval Architects, the Royal United Service Institution, and kindred Societies.

Yours truly W. H. White (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


JOHN INGLIS, Jun.

JOHN INGLIS, Jun.,

MEMBER OF COUNCIL OF THE INSTITUTION OF NAVAL ARCHITECTS; MEMBER OF THE INSTITUTION OF ENGINEERS AND SHIPBUILDERS IN SCOTLAND, ETC.


Born in Glasgow in 1842, where his father, Mr Anthony Inglis, and Mr John Inglis, his uncle, were marine engineers, subsequently also becoming iron shipbuilders. Under the designation of A. & J. Inglis the combined businesses—the engineering works at Warroch Street, and the shipyard at Pointhouse—have been conducted with marked success. Having for some years attended the Glasgow Academy, Mr Inglis, at the age of fifteen, entered the University, where for several sessions he studied under such teachers as the late Professors Ramsay, Blackburn, and Rankine, and also under Sir William Thomson. Of Professor Blackburn’s mathematical and Professor Rankine’s engineering classes Mr Inglis was a distinguished student; in the former—although the youngest on the roll—carrying off several prizes, and in the latter acquiring a sound knowledge of applied mathematics as concerned with engineering and naval architecture. This experience was afterwards supplemented by a term’s apprenticeship in the practical work of the engine shop. The art of naval construction, however, had always irresistible attraction for Mr Inglis, and in 1867 he seriously applied himself to the concerns of the shipyard, taking an active share in its management ever since. Mr Inglis’ career, though uneventful, has been one of assiduous devotion to the profession of Naval Architecture, especially as directed to scientific investigation and analysis. The fruits of this are reflected in many noteworthy and specialized steam vessels produced by his firm. Was the first shipbuilder on the Clyde to follow the practice of inclining vessels to ascertain their stability, and was one of the earliest on the Clyde to apply the correct method of estimating longitudinal strains to the hulls of steamers. His firm have been noted for the careful and elaborate trials of steamers on the measured mile, and the digesting of such data. Is the author of several papers read before the societies with which he is connected, one of which fully described the system of speed trial and analysis above referred to. The designing and sailing of yachts are favourite pursuits of Mr Inglis; and the system of yacht ballasting by means of a lead keel forming portion of the hull structure was first instituted by him in one of the many yachts built for his own use. Under the title of “A Yachtsman’s Holidays,” he published, some years ago, a volume giving a racy account of yachting experiences in the West Hebrides. He wields a forcible pen, and it is not unfrequently employed anonymously in the interests of shipbuilding and naval science.

Yours faithfully John Inglis Junr (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


SIR EDWARD J. REED.

SIR EDWARD J. REED, K.C.B., F.R.S., M.P.

VICE-PRESIDENT OF THE INSTITUTION OF NAVAL ARCHITECTS; MEMBER OF COUNCIL OF THE INSTITUTION OF CIVIL ENGINEERS, AND MEMBER OF THE INSTITUTION OF MECHANICAL ENGINEERS.


Born at Sheerness, September 20th, 1830. Educated at the School of Mathematics and Naval Construction, Portsmouth, and served in the Royal Dockyard, Sheerness. Leaving the Government service, he became the editor of the “Mechanics’ Magazine,” in which position he first became known as an authority on Naval Architecture. Was one of the originators of the Institution of Naval Architects in 1860, and for a number of years acted as Secretary to that body. Submitted proposals to the Admiralty concerning the construction of iron-clad ships, which were adopted in practice, and were so highly approved by the Board of Admiralty that their author was appointed Chief Constructor of the Royal Navy in 1863. During the time he held that office, designed iron-clad ships and vessels of war of every class for the British Navy, and also—with the consent of the Government—some iron-clad frigates for the Turkish Navy. In consequence of his objections to rigged sea-going turret ships with low freeboard, of the “Captain” class, and of the favour that type of ship found with the Board of Admiralty, resigned his office in July, 1870—a step rendered remarkably significant by the lamentable capsizing of the “Captain” two months later. Since his resignation, has designed iron-clad vessels and other classes of war ships for various Foreign Powers; numerous steam yachts, and smaller vessels. Has recently devised and patented a method of construction for war ships which will reduce to a minimum the destructive effect of marine torpedoes, and which promises to revolutionise present structural systems. Is the author of “Shipbuilding in Iron and Steel,” “Our Iron-clad Ships,” “Our Naval Coast Defences,” “Japan: Its History, Traditions, and Religions,” as well as of several papers contributed to the Institutions with which he is connected. Since his retirement from the Admiralty has received numerous recognitions of his professional skill and ability, including various decorations from Foreign Powers. Was created a Knight Commander of the Bath, in 1880. In 1874 was returned to Parliament in the Liberal interest as Member for the Pembroke Boroughs, which he represented till 1880, when he was elected for the important constituency of Cardiff. During the summer of 1883 was deputed by the Government to investigate and report upon the “Daphne” catastrophe on the Clyde, the results of which are elsewhere referred to in this work. In February of the present year was entrusted with the Presidency of the Committee appointed to enquire into the subject of the Load Line of vessels.

Yours truly E. J. Reed (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


PROF. FRANCIS ELGAR.

PROF. FRANCIS ELGAR,

FELLOW OF THE ROYAL SCHOOL OF NAVAL ARCHITECTURE AND MARINE ENGINEERING; MEMBER OF THE COUNCIL OF THE INSTITUTION OF NAVAL ARCHITECTS; MEMBER OF THE INSTITUTION OF CIVIL ENGINEERS; AND PROFESSOR OF NAVAL ARCHITECTURE IN THE UNIVERSITY OF GLASGOW.


Born at Portsmouth in 1845. Received a preliminary training in practical shipbuilding, and in the drawing office, at the Royal Dockyard, Portsmouth, and studied in the Mathematical School there. Was appointed an admiralty student in the Royal School of Naval Architecture and Marine Engineering, South Kensington, in 1864. In 1867 was a draughtsman and assistant surveyor, in the Admiralty Service, and in 1870 was foreman of the Royal Dockyard, Portsmouth. Left the Admiralty Service at the end of 1871 to become the principal assistant of Sir E. J. Reed, K.C.B., M.P., in the designing and surveying of war-ships, building for various Governments. In 1874 was general manager of Earle’s Shipbuilding & Engineering Company at Hull. From 1876 to 1879 practised as a naval architect in London; and in 1879 went to Japan, by request of the Imperial Japanese Government, to advise upon matters relating to their navy. In 1880 visited the principal arsenals and workshops of China, and returned to this country in 1881. Since then has practised in London as a Consulting Naval Architect and Engineer, and designed and superintended the construction of numerous vessels. At the request of the builders and owners respectively, investigated the causes of the disasters which befell the “Daphne” and “Austral,” and gave evidence respecting the same at the official inquiries, held in 1883. Immediately upon the “John Elder” Chair of Naval Architecture being founded in Glasgow University, through the munificence of Mrs Elder, the University Court unanimously elected Mr Elgar as the first Professor. In 1884 was nominated by the Council of the Institution of Naval Architects as their representative upon the Board of Trade Load Line Committee. Is the author of an illustrated work upon “The Ships of the Royal Navy,” and of papers read before the Royal Society and Institution of Naval Architects; and was formerly sub-editor of the Quarterly Magazine “Naval Science.”

Francis Elgar (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


WILLIAM DENNY.

WILLIAM DENNY, F.R.S.E.,

MEMBER OF COUNCIL OF THE INSTITUTION OF NAVAL ARCHITECTS, MEMBER OF THE INSTITUTION OF CIVIL ENGINEERS, OF THE INSTITUTION OF MECHANICAL ENGINEERS, OF THE IRON AND STEEL INSTITUTE, AND OF THE INSTITUTION OF ENGINEERS AND SHIPBUILDERS IN SCOTLAND.


Eldest son of Mr Peter Denny, head of the old-established firm of William Denny & Bros., Leven Shipyard, Dumbarton. Mr Denny was born at Dumbarton in 1847, and was educated at the High School of Edinburgh, under the late Mr John Carmichael, one of its most distinguished teachers. In his seventeenth year, he left the High School, and entered on a course of practical training as a shipbuilder in Leven Shipyard, serving for stated terms in the various departments. Since 1870 he has been a partner, and of late the managing partner, in the shipbuilding firm, and he has also shared in the partnership of the separate engineering business of Messrs Denny & Company. In addition to discharging the many arduous duties pertaining to his business position, Mr Denny is enabled to take a prominent part in the proceedings of several of the professional societies with which he is connected. His whole theoretical training has been acquired in business, his previous education having been of a purely classical nature. In Mr Denny this experience has been eminently fruitful of results, evidence of which may be seen in the part he has taken—both personally and as representing his firm—in various important movements dealt with in the present work. Early in the present year, on a Committee being formed by the Board of Trade to enquire into the subject of the Load Line of Vessels, Mr Denny was appointed a member.

Wm. Denny (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


WILLIAM JOHN.

WILLIAM JOHN,

FELLOW OF THE ROYAL SCHOOL OF NAVAL ARCHITECTURE AND MARINE ENGINEERING; MEMBER OF COUNCIL OF THE INSTITUTION OF NAVAL ARCHITECTS; MEMBER OF THE IRON AND STEEL INSTITUTE.


Born at Narberth, Pembrokeshire, in July, 1845. Was educated in the Mathematical School at the Royal Dockyard, Pembroke, and received a practical training in shipbuilding in that dockyard. Was appointed an Admiralty student in the Royal School of Naval Architecture and Marine Engineering, South Kensington, in 1864, and passed out in 1867 with the diploma of Fellow of the First Class. In 1867 was appointed a draughtsman in the department of the Controller of the Navy at the Admiralty, and served in that capacity till 1872, when he left the Admiralty service for that of Lloyd’s Register of British and Foreign Shipping, in which Society he was shortly afterwards appointed Assistant Chief Surveyor. In 1881 he left Lloyd’s Register to become general manager to the Barrow Shipbuilding and Engineering Co. (Limited), at Barrow-in-Furness, which position he now occupies. While at the Admiralty, distinguished himself in original scientific work in naval architecture—notably in 1868, by constructing the first curve of stability which was ever produced; in 1870, by investigating the stability of H.M.S. “Captain,” and pointing out, only a few days before she was lost, the dangers to which she was liable; also by his calculations relating to the strength of war-ships, and constructing for them the first curves of hogging and sagging and sheering strains. Since leaving the Admiralty, has enhanced his high reputation for scientific skill through his investigations into the stability and strength of mercantile ships, and the numerous valuable papers upon these and other subjects, which he has read before the Institution of Naval Architects, and other scientific bodies. Has devoted himself largely and very successfully to the consideration of the principal causes of loss of ships at sea—both of sailing vessels and steamers; and has given most instructive evidence in some of the principal cases which have been enquired into in recent years. Several years ago, when sailing ships were being frequently dismasted, made a very lengthy and complete investigation of the circumstances in which these casualties happened, and of their causes; and the same is embodied in an elaborate report upon the subject to the Committee of Lloyd’s Register. Was selected by the Committee appointed to enquire into the loss of H.M.S. Atalanta to investigate the stability of that vessel as an independent check upon the official Admiralty calculations, and his report and evidence showed conclusively that she was capsizable, and probably did capsize at sea.

Wm. John (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


CHARLES M. PALMER.

CHARLES MARK PALMER, M.P.,

CHAIRMAN OF THE PALMER SHIPBUILDING AND IRON COMPANY; MEMBER OF THE IRON AND STEEL INSTITUTE, ETC.


Born at South Shields, on the Tyne, in 1822. Son of Mr George Palmer, who was in early life engaged in Greenland whaling, and was subsequently a merchant and shipowner at Newcastle-on-Tyne. Was trained for a mercantile life, and having completed his education in France, became, at an early age, partner with his father in the firm of Palmer, Beckwith & Co., export merchants, timber merchants, and sawmill owners: a firm since styled Palmer, Hall & Co., and of which he is now the senior. In 1845 assumed partnership with Mr John Bowes, the late Sir William Hutt, and the late Mr Nicholas Wood, in the Marley Hill colliery and coke manufacture, and subsequently acquiring the collieries of Lord Ravensworth & Partners, and of others, the concern known as John Bowes, Esq. & Partners, has become, under Mr Palmer’s sole management, one of the largest colliery concerns in the north of England. In 1852, in partnership at first with his elder brother George, commenced iron shipbuilding at Jarrow, in which year they launched the John Bowes, notable as the first screw collier. Through gradual extension the works at Jarrow have become the great establishment described in the body of this work. Many vessels of war have been built by Mr Palmer’s firm, and it was in the construction of the iron-clad Terror, in their works, at the time of the Crimean war, that rolled in place of forged armour plates were first used, the superiority of the change—since universally recognised—being then experimentally demonstrated at considerable cost by Mr Palmer’s firm. Among other enterprises which owe their existence wholly or partially to Mr Palmer may be mentioned the General Iron Screw Collier Company, the Tyne Steam Shipping Company, several of the great lines of Atlantic and Mediterranean steamers, the Bede Metal Company, the Tyne Plate Glass Company, and Insurance Clubs for Steamers. In politics Mr Palmer is a Liberal, and after unsuccessfully contesting his native town in 1868 he was, in 1874, elected M.P. for the northern division of Durham, a seat which he continues to hold. His country residence is at Grinkle Park, in Cleveland, but Parliamentary and other duties necessitate his being much in London, where he has a town house. The interest he has taken in behalf of the English shipowners has lately resulted in his appointment as one of the new English directors of the Suez Canal.

Yours faithfully Chas. M. Palmer (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.

PORTRAIT
AND
BIOGRAPHICAL NOTE.


JAMES LAING.

JAMES LAING,

EX-PRESIDENT OF THE CHAMBER OF SHIPPING OF THE UNITED KINGDOM; MEMBER OF THE INSTITUTION OF NAVAL ARCHITECTS; OF THE IRON AND STEEL INSTITUTE; AND MEMBER OF COMMITTEE OF LLOYD’S REGISTER.


Mr Laing was born at Deptford House, Sunderland, on 11th January, 1823, and is the only son of Mr Philip Laing, who, as early as 1793, in partnership with his brother John, commenced the business of shipbuilding which, nearly a century later, is still carried on, under greatly transformed conditions, by his son. Mr Laing’s earliest impressions and associations were connected with what was afterwards to become his life’s vocation, his boyhood having been spent in a home contiguous to his father’s yard. While a youth, he served as an ordinary workman in the shipyard, and in 1843, his father, on launching the “Cressy,” signalised the jubilee of a singularly successful career by handing over to him the care and titles of the business. Mr Laing continued to build wooden vessels until 1853, in which year the “Amity,” his first iron ship, was launched. In 1866 he entirely ceased building in wood, and since then has built a very large number of iron vessels for various owners, amongst others for such well-known companies as the Peninsular and Oriental Steam Navigation Company, the Royal Mail Company, the Union Steamship Company of Southampton, etc. In 1883, he built for the last-mentioned company the Mail Steamer “Mexican,” of 4669 tons. Besides the shipyard, he is the owner of graving docks connected therewith, as well as extensive copper and brass works, and is principal proprietor of the Ayres Quay Bottle Works, which are capable of turning out 33,000 bottles per day. For upwards of thirty years Mr Laing has served as a member of the River Wear Commission, and as chairman since 1868. For years he has taken a leading position among shipbuilders and shipowners, not only in his own district, but throughout the country. In 1883 he was chosen President of the Chamber of Shipping of the United Kingdom, and as official representative of that interest has performed signal service, both with reference to the Shipping Bill introduced to Parliament by Mr Chamberlain and the recent agreement come to between the shipowners and the Suez Canal Company, of which company he has since been appointed a Director. For twenty years Mr Laing has acted as a member of the Board of Lloyd’s Register of Shipping, and at present is Vice-President of the Load Line Committee, appointed by the Board of Trade for the settlement of a most important and intricate question. In the shipbuilding and other cognate businesses Mr Laing is now ably assisted by his three sons, Philip, Arthur, and James.

James Laing (signature)
INK-PHOTO, SPRAGUE & Co. LONDON.