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    "source_key": "britannica_1926",
    "source_title": "Encyclopaedia Britannica (1926)",
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    "chunk_id": "1926:railways:21464ee9339a",
    "title": "RAILWAYS",
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    "verified_text": "in this article the main developments since 1g10 in the practice of railway engineering are described. problems of track laying, both new construction and renovation and repair work, are discussed. new designs of locomotives are described and the substitution of steel for wood as a material for construction of coaches and wagons is recorded. the improved | methods of signalling now adopted are dealt with, while the concluding section deals with the electrification of the railways, the whole being preceded bya short historical account of railway development during the years under review. i. history the period 1910-26 was marked by a slowing up in the rate of additions to railway mileage. there were exceptions, asin canada where railways were extended too rapidly, and in certain parts of africa and asia, but elsewhere, particularly in the united states, the additions were relatively small although large sums were invested annually since 1922, in enlarging and improving existing railway facilities and equipment. the greater use of motor-trucks and ’buses on the highways has tended to take away a part of the railways short-haul traffic, thus relieving the facilities for the longer hauls and postponing the need of new trackage. the annual growth in ton-miles has been smaller in 288 degree than in previous periods and the passenger traffic has ~ tended to decline in volume. war conditions and the restriction of immigration have held down the rate of growth in population and agricultural development in north amcrica. the period under review was marked also by increases in the extent of governmental regulation of railways. the rate struc- tures have become less flexible. higher wages and other rising costs have borne heavily on the carriers. rates have been increased, but not in degree corresponding with costs. net income has suffered, the return on railway investments has declined, and railway securities have lower market values. in great britain and the united states, the two countries which have been foremost in faith in private ownership rather than government ownership of railways, it was found expedient to turn the railway over to the govt. for unified operation during the crisis; but in both cases private ownership and operation were resumed after the war. in great britain the policy of consoli- dation was made effective and the many small companies were reduced to four. in the united states a similar policy was writ- ten into law, but little progress has been made in carrying it into effect. in canada the financial collapse of several weak car- riers led to a substantial enlargement in the nationalised system. in no country did the war bring about greater changes in respect of the railways than in germany. before the war they were mostly the property of the individual states of the empire, but in 1920 they were handed over to the reich. the results of their operation under these conditions were far from successful, and by the end of 1923 their working expenses were seven times greater than their receipts. in 1924 it was arranged that their operation should be put in the hands of a company, the reich- seisenbahn gesellschait, whose concession was to run normally for 40 years, expiring on dec. 31 1964. the capital was fixed at £1,300,000,000, made up of (1) £650,000,000 ordinary shares to be issued fully paid to the reich; (2) {100,000,000 preference shares to be issued to the public as required; and (3) £550,000,000 reparation bonds bearing 5% interest, with a 1% sinking fund calculated to redeem them in 40 years. the transport tax im- posed in 1917 on the gross receipts of the railways was continued, its proceeds up to a maximum of {12,500,000 being paid over for reparation purposes, for which therefore, with the sum of £33,000,000 for the service of the reparation bonds, a total of £45,500,000 annually was charged upon the railways. fuller details about the railway systems of the various countrics will be found under the several headings, e.g., grreat britain: communications; united states: communications. (x.) ii. track laying this article deals with: (1) the laying of track on new lines; (2) the laying of new tracks parallel to existing ones; and (3) the relaying or renewal of tracks worn out in service. track lay- ing on new lines has been subject to little improvement owing to the marked decrease in new railway construction. where me- chanical equipment is employed, it consists usually of a pioneer- ing machine placed at the head of a material train, the machine comprising a combination of derricks and conveyers by means of which the rails, sleepers and fastenings are passed forward and set in place. in america, during the years 1915-25, the locomo- tive crane was sometimes substituted for the track laying ma- chine because of its ready availability and its adaptability to a wide variety of other uses. the laying of new tracks in close proximity to other lines already in service imposes no particular difficulties, as the materials can be readily distributed from trains on the operated track. relaying track.—the relaying of track is a process constantly un- der way on the entire railway mileage of the world which must be car- ried on without obstructing traiffic. the wooden sleepers or crosstics used suffer deterioration from decay and mechanical agencies. rails are subject to wear, particularly on curves. the tread or wearing sur- face becomes battered at the ends by the pounding of the wheels. the most common cause for renewal is the battering of the ends. <a pre- ventive measure is to replace worn fishpiates or joint bars with new ones asa means of affording a more secure joint. heat-treated high carbon fishplates and bolts have been used for this purpose. in the railways united states and canada marked economies have been effected by restoring or building up the rail surface with metal applied by means of the oxy-acetylene torch. rails removed from track are often restored to a serviceable condition by sawing off from six to twelve inches of the ends. the adoption in america during 1925 of a stand- ard rail length of 39 ft. instead of 33 ft. brings about a 15% reduc- tion in the number of joints. rebuilding methods.—in europe it is customary to rebuild the entire track structure in one operation. the intervals between these \" relayings \"' vary from two to cight years or more with the density of the traffic carried. in america and on a few railways in europe the renewal of the rails, sleepers and ballast comprises three distinct operations, which are generally handled separately. the procedure under the european method ranges from a complete removal of the old track followed by its replacement with a new track, to the con- struction of a new track interlaced with the old, i.e., with the new sleepers placed between the old ones and the new rails offset a few inches to one side of the old rails. under this plan the completion of a section of the new track is followed by the transfer of trains from the old to the new track, the removal of the old track and the shifting of the new track to correct alignment. when the rail and sleeper renewals are carried on independently, the relaying of the rails is usually completed for one line of rails at a time. the new rails are set up on the ends of the sleepers and moved over into position as the old ones are unfastened. the number of rails changed on one operation and the amount of preliminary work done preparatory to the actual change depend on the time available between trains. it has been the almost universal practice to carry on rail laying without discontinuing the use of the track by trains, even on multiple-track lines. but some of the double-track lines in the united states have greatly expedited this work by confining the movement of trains temporarily to one track for the distance be- tween the nearest stations provided with crossovers. mechanical equipment—much of the work of laying rails is done by hand evenin america, where heavy sections are employed. some use is being made in england and america of hoisting equipment of various kinds, particularly for loading the old rails. in america considerable use is made also of portable hoists mounted on rollers or wheels for setting the rails into position and a few of the railways employ locomotive cranes. renewal of the sleepers is also a manual operation except as it concerns the tamping or packing, which is now being done to a small though increasing extent with pneumatic and electric tampers in both europe and north america. in the replenishing of the ballast the most laborious operation is the surfacing or raising of the track on the new material and it is this operation rather than in sleeper renewals that mechanical tamping has had its greatest application. more recent developments in the delivery and dis- tribution of the ballast include the use of special cars with bottom doors designed to dump the material in any amount, and ploughs or spreader cars which distribute it uniformly over the track. the conventional method of cleaning ballast is to scrape it out from between the sleepers and shake it up on the ballast forks to screen out the forcign matter. sometimes it is thrown against stationary screens. among the methods employed for accom- plishing this end ts a revolving power-operated screen and the use of a hoist and bucket to dump the ballast on a screen mounted onacar; a further scheme is the application of the principle of the vacuum cleaner in a large machine, which draws up the ballast through pipes into a chamber where the foreign matter is sepa- rated from the stone. (w. s. 1.) see w.f. rench, roadway and track (1923); e. e. r. tratman, railway track and maintenance (1926). il. locomotive design progress in the development of the locomotive steam engine during the period 1910-25 has been characterised by (a) increase in weight and power; ()) installation of superheated steam ap- paratus and feed-water heaters; (c) extended adoption of articu- lated types; (¢) the application of the turbine engine with con- denser; (e) the application of the internal combustion engine. increase in weight and power.—in great britain the 4-6-2 ex- press engines on the l. & n. e. rly. weigh 933 tons and develop about 2,000 horsepower. heavier engines of this type are in service on the continent, while in the united states 150 tons has been reached. for freight service, the 2-8-o type is in general use, the 2-8-2 type and the 2-10-0 have, especially in the united states, been largely adopted and the 2-12-o0 has been tested. ‘ ie re sis oie fic. 1. “ reid-macleod ” geared turbine condensing locomotive. fic. 2. 2-8-8-8-2 triplex ‘‘ mallet ’’ articulated locomotive. fic. 3. brown-boveri electric locomotive, fitted with individual axle drive. (fig. 3. courtesy of british brown-boveri, ltd.) railways three-cylinder engines have been at work for some years on the l. & n. e. rly. for both express and mineral traffic and are re- ported to be entirely satisfactory, and the system has also been adopted in the united states and in germany. three-cylinder engines, arranged for ‘simple’ or “compound ” (1 high pressure and 2 low pressure) working are standard practice on the l. m. & s. rly. 4-4-0 type express engines. in france only, the four- cylinder compound engine has extensive application. the four- cylinder “simple” has had several applications in great britain notably on the l. m. & s. and g. w. railways. bowler power.—the great increase in boiler power, as is in- dicated by the provision of large grate arcas, normally 18 to 30 sq. ft. but now reaching from 50 to 112 sq. {t., greatly exceeds in many cases the ability of the stoker to maintain the supply of fuel to the furnace. for such cases mechanical stokers have there- fore been adopted. the use of oil fuel is still limited to countries with extensive oil producing areas, or to those in which the cost of coal is exceptionally high. apparatus for burning pulverised fuel is now in considerable use in the united states and to a limited extent elsewhere. boosters.—in all locomotives, the adhesion required for “‘ start- ing ’’ purposes is greatly in excess of that required for running.” if an additional temporary adhesion can be provided for “ start- ing,’ much higher loads may be worked. in engines with hind carrying axles, the provision of a “booster” has this effect. a booster is an engine forming, on the locomotive, an auxiliary unit which can be attached to a carrying axle at will, to utilise the adhesive weight on that axle. such boosters are in considerable use in the united states and are now being tentatively adopted on some engines on the l. & n. e. rly., england. superheaters.—superheating of the steam has been widcly adopted on all main line engines. in the type of apparatus generally employed (introduced in germany by w. schmidt) the steam before reaching the cylinders is passed through a set of double-loop tube elements inserted in enlarged boiler tubes. the temperature aimed at is about 650° fahrenhcit. the economy of steam realised is from 15 to 25°5. many systems of feed-water heating apparatus have been installed on locomotives both on english and foreign railways, but as yet no system has com- manded a gencral adoption. articulated types —in the “ fairlie’ and “ kitson-meyer ” types of locomotives, the boiler, tanks and bunker are carried on a main frame below which two motor bogies are pivotted. greater freedom could thus (owing to the short rigid wheel base of the bogies) be obtained for traversing curves, less weight per axle or per {t. run of the vehicle and double power with one engine crew. the “ mallet ” articulated locomotive now represents the heaviest and most powerful engines in the world (sce plate, fig. 2). in this type, there are as in the “ fairlie,’’ two sets of wheels, but the front set only are (in a bogie frame) pivotted or hinged on the main frame which carries the boiler, the hind set being mounted on the main frame in the usual manner. the engine is a four-cylinder compound, the two h.p. cylinders are on the main frame and drive the rear set of whecls and the two l.p. cylinders are on the bogie frame and drive the front set of wheels. the first u.s. mallet was installed on the baltimore and ohio rly. in 1905. it was of the o-6-6-0 type, and weighed 150 tons. mallet engines are now in service of 2—-8-8-8-4 type, 7.e., three sets of eizht coupled wheels 54 in. diameter, each set being driven by a pair of cylinders 34 in. diameter by 32 in. stroke (one pair being h.p. and two pairs l.p.) with a leading two-wheel truck and a trailing four-wheel bogie. the rear wheels (eight-wheel coupled and four-wheel bogic) also form the tender carrying wheels. the total weight in working order is 376 tons. the “ garratt ” type of articulated locomotive has, similar to the fairlie, two free bogics (with the pivots located towards either end) but carries its tanks directly on the bogies. the * modified fairlie,” as its name implies, embodies all the essen- tial features of the fairlie with girder frame and central pivotted bogies. both of these latter types can embody a very large boiler consequent on a large extension of their wheel base, and in their carrying their tanks fore and aft of the boiler. 289 turbine locomotives.—a locomotive (‘f reid-ramsay ” of 1904) with a turbine engine driving through electric transmis- sion to motors on the driving axles and fitted with condenser was constructed and was put through a series of tests. thereafter a more powerful locomotive (ramsay condenser) was constructed; this locomotive was tested on the l. & y. railway. neither of these experiments indicated that the locomotive had attained the necessary combination of the requisite economy in construc- tion, running charges and maintenance, with the requisite eff- clency 1n operation. the latest system, now (1926) in process of testing, is the appli- cation of the geared turbine driving direct on to the motor axles. four types of locomotives have been built. in switzerland by the zoelly method (“ zoelly ”’), on an existing 4-6-0 type loco- motive the turbine is placed transversely on the framing. the gear ratio is 30/1. the condenser is of the “ surface ” type with a condensate cooler of the air-cooled evaporative type. in sweden on a locomotive of the two-vchicle type, one vehicle carries the boiler and the other, which has three-motor axles and one-truck axle, is equipped with the main driving machinery and also carries the condensing plant. the turbine (transversely placed) develops 1,800 h.p. at 9,200 r.p.m. and has a gear ratio of 22/1. the condenser is surface type air-cooled. in great britain (north british locomotive co. ltd.) the locomo- live, on the “ reid-macleod ” system is of the double-bogie type (see plute fig. 1). two geared turbines are employed; the high pressure driving two-motor axles on one bogie and the low pressure on the other. the turbines are arranged longi- tudinally on the frame. coupling rods between the motor wheels are not required. in germany (krupp) the application is in principle similar to ‘f zoelly’s ” but a new locomotive has been constructed of the two-vehicle type; one vehicle 4-6-2 type (as in ordinary locomotive practice) is equipped with the main driving mechanism and also carries the boiler; the other vehicle carries the condensate cooler in addition to the necessary supplies of coal and water. internal combustion lecomotives.—little progress has been made to the present time in respect of the application of the internal combustion locomotive to the work of railways. instal- lations up to 450 h.p. (diesel-electric) for a saloon car with trailers have been adopted for light railway work. the locomo- tive in the german-swiss experiment (‘‘ klose-sulzer ”’) of 1913 was of the 4-4-4 type equipped with two diesel engines direct- coupled tothe motor axles. starting the locomotive and run- ning up to 6 m.p.h. were eflected by the admission of com- pressed air to the combustion cylinders. speeds of 12 to 20 m.p.h. were reported to have been effected, but difficulties in- volved by the low temperature of the air exhaust seem to have proved insuperable. at the stettin exhibition of 1924 was shown the two-vehicle locomotive designed by professor lomonossoff. the main vehicle 2-1o—-2 type is equipped with a six-cylinder set of diesel engines with generator and with electrical transmission to motors on the driving axle, and developing about 1,200 brake horsepowcr. the weight is about 120 tons. the other vehicle or tender carries the circulating water cooler. there was shown also at this exhibition an o—-8-o type “* linke-hofiman-lauchham- mer ” locomotive equipped with a six-cylinder diesel engine of 4oo h.p. driving through a lentz hydraulic-transmission-gear on to a lay shaft and thence to the eight-coupled wheels. locomotive types, names and symbols —the following table gives the popular names which have been adopted for locomo- tives in general use and also their type symbols. the mid figure or letter signifies the number of wheels or axles which are coupled. in the british and american systemsit signifies number of wheels; in the french, number of axles; and in the german, the letter signifies number of axles, 7.e., a=1, b=2, etc. the first and third letters signify similarly the number of front and hind carrying wheels or axles. in articulated engines the mid figures or letters signify the number of coupled wheels or axles, and the end ones the carrying wheels or axles. in articulated engines with carrying wheels between the coupled sets, each set is read as for non-articulated engines, thus: 2-6-2—-2-6-2. 290 english or american german french j -a 2-a-i jenny lind single driver american columbia atlantic reading mogul | a eels nd ! ’ b r= it aielelelet-l--le-l- dun oe pe be go oo 9 gig dy ’ nw = = prairie pacific adriatic baltic . consolidation mikado mountain mastodon santa-fe centipede t ' i] } t ‘ 4 om om ronn mh onnmomd i | soy oe ae | i i i srcilcy ld alr est a ara ene dda er al ok) ss dn = wm tm ne me nok oe bo i articulated locomotives—examples of symbols english or american french german 0-6-6-0 0-3-3-0 c-c 2-6-6-0 i-3-3-0 1-c-c 2-6-8-0 i-3-4-0 1-c-d 2-8-8-2 1-4-4-i 1-d-d-1 2-8-8-8-2 1-4-4-4-i 1-d-d-d-1 2-8-8-8-4 1-4-4-4-2 1-d-d-d-2 4-4-6-2 2-2-3-1 2-b-c-1 bibliography.—turbine locomotives: engineering, vol. 88, p. 613 (1909), vol. 114, pp. 64, 131, 163, 198 (1922); railway engineer, vol. 43 (1922), pp. 195, 356; vol. 46, p. 48 (1925); engineer, vol. 138, p. 53 (1924); etsenbahnwesen (1925). internal combustion loco- motives: engineering, vol. 96, p. 317 (1913); engineer, vol. 138, p. 552 (1924); vol. 139, p- 269 (1925); hisenbahnwesen (1925). articulated locomotives: engineering, vol. 98 (1914); vol. 120 (1925). superheaters and feed-heaters: engineering, vol. 95 (1913); eisenbahnwesen (1925). mechanical stoker: engineer, vol. 119, pp. 40, 60, 61, 116, 163, 636 (1915). pulverised fuel: engineer, vol. 128, pp. 15, 26 (1919). booster locomotive: engineer, vol. 137, p. 156 (1924). (h. re.) iv. carriage, wagon and brakes broadly speaking, both in the case of carriages and wagons, the aim of designers is to secure the greatest possible capacity in relation to tare weight, due regard being, of course, paid to strength of construction. railway companies in general attach great importance to the question of weight, due to considerations of economy both as regards hauling power and maintenance of permanent way. materials.—the scarcity of suitable timber for manufacturing coaches has become so serious a problem, that efforts had to be made to find a suitable substitute. steel had already been used with success for wagon construction, but doubts were expressed as to whether passenger vehicles made of steel would be satis- factory. in the first place it was argued that steel coaches would be too heavy and secondly that they would prove entirely un- suitable for tropical countries owing to the heat conducting properties of the materia). the latter was held to be a very scrious objection for the shortage of timber was being most strongly felt in india, where teak was becoming more and more expensive. a strong belief existed in certain quarters, however, that a substitute for timber had undoubtedly to be found. considera- tions connected with the safety of passengers also exerted a strong influence, for it was felt that with steel vehicles the risk of fire would be reduced to a minimum and that in the event of a colli- sion there would be much less danger of coaches telescoping. these contentions were borne out quite dearly by subsequent experience. steel coaches.—the question of steel coach design, therefore, received very close attention from designers. a perfectly satis- factory vehicle was not, however, produced at once. early designs were heavy and expensive to manufacture and the modern steel coach, which matches the wooden coach in weight, in price and in comfort, is the result of a process of careful development. <ac- cording to the best modern practice, steel coaches are built in railways sections, that is to say, the body sides, ends and roofs are con- structed on separate jigs, these parts on completion being as- sembled with the underframe. this method ensures that parts shall be interchangeable—a specially important point when coaches are being shipped abroad—and is economical as regards cost and distribution of labour. , the steel coach may be so designed that the body provides the necessary strength in itself, trussing on the underframe not being required. the elimination of truss rods, besides reducing the weight of the coach, affords perfect accessibility to the brake- work and the electrical gear. in order to prevent discomfort to passengers from extremes of heat and cold, an inner lining of insulating material is so arranged that air can circulate freely up the sides and along the roof. this device very effectively solves the temperature question and steel coaches are now firmly established in such countries as india and egypt. corrosion is one of the chief problems where any steel structure is concerned and measures have to be taken to prevent this. at the design stage, therefore, ledges or receptacles where moisture might accumulate are eliminated as far as possible. when the constructional stage is reached, all parts, before assem- bly, receive an application of anti-corrosive paint, and a method of cold rivetting may be employed in order to avoid damage to this protective covering. in some instances lead-coated sheets are used as an alternative. either wood or steel interior trim may be employed, but the former is generally preferred by british designers. brakes.—the principal innovation in regard to brake gear is the introduction of the automatic slack adjuster, to reduce the amount of slack due to wear and thus make the retarding action as uniform as possible. 3 articulated carriages —carriages built on the articulated principle are also an interesting development. according to this system two bodies may be carried on three bogies instead of four, or the system may be extended to any number of bodies. the object is to obtain smoother running with less weight and less cost. the adoption of pneumatic operating gear for doors has proved particularly useful on underground systems where it is imperative that stops at stations should be as short as possible. other develo pments.—the modern demand for increased com- fort for passengers has led to improvements in seating arrange- ments, increased dining accommodation, extension of heating systems, etc., and one of the designer’s chief problems is how to meet this demand without undue increase in the weight per passenger carried. wagon designs.—the chief object has been to obtain the maxi- mum possible paying loads, and both bogie and four-wheeled wagons of high capacity and low tare weight have been more largely introduced in recent years. special types of wagons have been introduced for special duties and improvements have par- ticularly been made in the design of self-discharging wagons of the hopper and tipping type. further interesting points are the introduction of the solid forged and rolled disk wheel, the adop- tion of high tensile steel for drawgear and the tendency to replace ordinary types of couplings with automatic couplers. (x.) v. signalling since rgro railway signalling (see 25.73) has made great strides and is now a very important part of a railway organisation. the modern signal engineer must be not only a mechanical but an electrical engineer, as both these branches of engineering play a most important part in the schemes of signalling as practised at the present time. mechanical signalling.—there have been important evolutions in so far as the semaphore is concerned; the lever frame, however, remains much as it did in 1915. the system of tappet locking is in vogue in england; the so-called duplex locking is very little used, the locking being direct on the catch handle or in some instances on the lever only. the locking trays are usually fixecl to the frame under the cabin floor and at an angle of 45° to 60° from the horizontal, in order to be more accessible. in europe and america as well as the british dominions and colonies the same type of interlocking frame is used as in england, in so far as the general design and principles are concerned. | railways semaphore work.—the semaphore or fixed signal arms which inclined downwards to an angle of 60° for the clear position as shown in fig. 1 are gradually being superseded by those whose arms incline upward to 45° and go° above the horizontal. the old type of semaphore is known as the “lower quadrant”? and the new the “ upper quadrant two-position and three-position.” (see figs. 2 and 3.) i ty ‘ v - sy } q am) green ee aa fig.2. ¢! ud 4, way : = aieth vices ‘ wate ane 7 us fig. ~, ; it helldthelt bint green yellow red rie 4 jae at pt k ere’ : - ‘ti ‘a mba = hhmi ae till fm | a — — — as fi p en pa ine ~ ‘ . bn if mas z sa aas es ia en swear *) . x a seen ws, ss ‘ ~ soals, a re ama mm sn ~ 1. =a oy fig. 5. fic. 1.—‘‘lower quadrant” semaphore. fics. 2 and 3.—‘‘upper quadrant” semaphores. fics. 4 and 5.—types of light signals. where the two-position upper quadrant is in use, it is the gen- eral practice to fix below it, if the block sections are short, the distant signal of the home signal in advance as shown in fig. 2, but where three-position upper quadrant signals are used, this arrangement of the distant signal is not necessary. the first mechanical two-position upper quadrant signals used in the british empire were on the railways of the transvaal and orange river in south africa in 1902. mechanical semaphore signals in england are still moved to the clear position by means of one wire, but in many other countries, particularly in europe, two wires are used, one to pull the signal to the clear position and the other to return it to the danger or horizontal. in america, homeand starting signals are operated by rodding, and distinct signals by two wires. operation of potnts—mechanically operated facing points are moved by rodding as in the past, but they may now be 300 yards away from the signal cabin or lever frame. formerly they 291 could not be more than 250 yards away. points are now oper- ated by double wires in europe as well as in some of the british dominions and colonies. rodding transmission has been much improved in late years by the introduction of roller or ball bearings for cranks, compen- sators, rod rollers and chain wheels. electrical work.—safety electrical features are now added to mechanical installations. these are (1) a system of route locking to hold a certain set of points, as at a junction, until the train has passed over the facing points and is beyond the clear- ance point, (2) electrical disengagers which automatically set the signal to danger by the passing of a train, (3) electrical detection of facing points, which indicates in the cabin when the points are properly in position and bolt locked, (4) the use of track cir- cuits in place of mechanical locking bars. power signalling.— power signalling such as the * all electric ”’ and the “‘ electro-pneumatic ”’ are now very important in rail- way signalling. by its use points and signals can be operated a much greater distance from the cabins and very much faster. it is possible to close certain mechanically operated cabins, and in place of them operate from one centrally located power instal- lation—with economy in operation and a more efficient service. by the use of track circuits and electrical controls on signals and points, and an illuminated diagram in the cabins, it is not essen- tial that the signalman should have a view of the trains running over his section. slutomatic signalling.—automatic signalling has enabled engineers to increase their track capacity by 20% to 30% and to operate trains more cheaply than by the old system of lock and block, because by it many cabins may be eliminated. automatic signals may be of the 2 and 3 aspect semaphore signals or the 2 and 3 aspect light signals. the fourth aspect is receiving some attention by signal engincers, and will no doubt soon be a standard on railways where traffic is dense. light signals —light signals (figs. 4 and 5) can be seen as well in bright sunshine as at night. the long range signal for country districts has a special stepped lens 8 in. in diameter and is illu- minated by a low voltage electric lamp with a special filament. the low range signal, as used for underground railways or in long tunnels, usually has a 6 in. stepped lens and the same type of lamp. light signals are much cheaper to instal and operate than mechanism semaphore signals and, their visibility being better than that of semaphores, they are being largely installed in the dominions, colonies and to some extent in england, and very largely in the united states of america. track circuiting.—track circuiting has become a necessary feature for power and automatic signalling, the most modern track circuits employing alternating current. by using this source of power, dangers from stray currents are almost entirely eliminated. (r. f. m.*) vi. electrification electrification.—economic conditions during and following the war period emphasised to those countries poor in fuel supply their utter dependence on foreign countries for the fuel necessary for steam railway operation. immediately after the armistice many european countries decided to electrify their trunk lines without delay, and rapid strides are being made toward electric operation in such countries as france, switzerland, austria, germany and czechoslovakia. the advantages of railway elec- trification, the elimination of smoke, dirt and steam in tunnels and terminals, the increased capacity of track and the multiple unit feature of operation, are still important factors in favour of electrification, sometimes one and sometimes another being the controlling one. the argument over the question of the best system to be used for electrification, which for many years retarded electrification, has been settled in many of the countries of europe, cither by governmental decree or by a mutual agreement of the railroads. in the united states of america, however, where so much has 292 been done to develop both the continuous-current and the single- phase systems, the question is still unsettled. so many factors enter into the problem, the data as to first cost and operating costs are so conflicting and the relative values of the advantages possessed by the different systems are still so much a matter of opinion, that thus far no body of engineers has been able to make a decision on the subject that could be universally accepted. local conditions and engineering, commercial and _ political considerations, all affect the decision in any particular locality, so that in america each railroad has thus far decided the question for itself. systems in use there are three systems in general use for the electrification of railways, depending on the kind of current used: 1. the three- phase alternating-current system. 2. the single-phase alternat- ing-current system. 3. the continuous or direct-current system. each one has some advantage that appears to outweigh any possible handicaps or disadvantages that it may have. the three-phase system —the three-phase system was the first real factor in trunk-line electrification, because when it first appeared there was no continuous-current railway in opera- tion using more than 750 volts, universally admitted to be un- suitable for trunk-line work, and the single-phase motor had not yet been born. to dr. koloman von kando of budapest belongs the credit for the development of the three-phase sys- tem. it is used extensively and successfully in italy, but in spite of the excellence of the equipment and the fine work that is really being done by over 400 three-phase locomotives, the verdict of the rest of the world seems to be against it. engineers were attracted to it initially by the three-phase induction motor and the alternating-current transmission. the induction motor could be wound for the full line potential of 3,000 v. selected, and it had what appeared at that time to be the great advantage of a motor without a commutator. alternating current on the trolley permitted the use of simple transformer substations which required no attendants. the chief objections to the three-phase system lie in the double overhead contact lines which become very complicated in yards, limiting the potential to the order of 3,000 or 4,000 volts, and in the constant speed characteristics of the three-phase motor. the complications of the double-contact system are apparent, although they may easily be overestimated. the po- tential of 3,000 volts in general use is too low for an alternating- current system carrying heavy loads because the inductive drop in the lines causes too much fluctuation in line voltage unless very frequent transformer stations are used. the constant speed, especially where each locomotive has two or three such speeds, is well suited to some classes of service but not to others. it facilitates adherence to schedules regardless of train load and grades. on the other hand there is danger of unequal division of load between motors, especially where a number of motive-power units are operated in the same train. driving-wheel diameters must be maintained at the same diam- eter or the motors operated with resistance in the circuit. it is inflexible and gives a very bad load factor on a line where the grade changes frequently, since for any speed the load varies al- most directly with the grade. on the other hand it has a special advantage in grade work, since in descending a grade the motors automatically become generators and the locomotive holds the train at a uniform speed by ‘‘regenerating ” power which ts re- turned to the line. the single-phase system—the predominating advantage of the single-phase system lies in its utilisation of a single overhead contact wire from which alternating current at high potential may be collected. the prevailing potential in europe is 16,500 volts, while in the united states of america 11,000 volts pre- dominates with two trial instances of 22,000 volts. these vol- tages are so high that very little copper is required in the dis- tributing circuits and the sub-stations require simply lowering transformers which may be, and usually are in modern installa- tions, of the outdoor type. the single-phase system was made railways possible through the invention by the late benjamin g. lamme of the low-frequency series compensated commutator type sin- gle-phase motor. on this motor or its modifications the system has always depended. single-phase commutator type motors—from the very na- ture of things, this is a difficult type of motor to build. hav- ing an alternating field, the entire magnetic circuit must be laminated. in order to secure a good power factor, a small air gap and a compensating winding are essential. to avoid heavy transformer currents under the brushes at starting, which cause bad sparking and burning, the magnetic flux in the pole must be limited to a low value or resistance leads used _ be- tween the armature winding and the commutator bars. all of these features combine to make a complicated construction with relatively large dimensions, great weight, low efficiency and high initial and maintenance costs. with these limitatiens understood, thoroughly satisfactory and reliable motors have been developed. the difficulties de- crease rapidly as the frequency is reduced. the standard fre- quency adopted for electrification in european countries is 162 cycles per sec., as originally suggested by lamme, and is suitable only for railway electrification. in america the low-frequency gained little support and the frequency of 25 cycles, the lowest standard frequency in use, was adopted for the single-phase railway. aside from the motor, the single-phase car or locomo- tive is comparatively simple in view of the fact that transformer tapping is used for speed regulation. while the commutator- type motor is still considered the “ first line of defence ” and is used exclusively for multiple unit car equipments as well as for many locomotives in all classes of service, both the three-phase induction motor and the low-voltage continuous-current motors are used on locomotives under the single-phase trolley in the united states. split-phase systems —the three-phase induction motor when on what is known as the split-phase locomotive gives all the characteristics of the three-phase locomotive. it runs at a constant speed and regenerates automatically on descending grades. it avoids the complicated double overhead contact sys- item but adds to each locomotive a rotating-phase converter by means of which three-phase current 1s obtained for operating the motors. split-phase locomotives are used on the norfolk & western and the virginian railways, two parallel lines from the coal fields of west virginia to the seaboard. these locomotives are used for hauling heavy coal trains. the locomotives for the virginian railway undoubtedly exert the greatest tractive effort of any locomotives in the world. two locomotives, each capable of developing a tractive effort of 270,000 lb., move a train of 6,000 tons (2,000 lb. each) up a grade of 2% at a speed 14 m. per hour. in this class of service, the split-phase locomotive is notably successful. the constant speed characteristic, with the automatic regenerative braking, is very satisfactory, increasing both capacity of the line and safety of operation over those of steam operation. moter-generator type-—the low-voltage continuous-current motor is used on what is known as the motor-generator type of locomotive, as an alternative to the split-phase for heavy freight work and to the single-phase locomotive in all classes of service. the motor-generator type really combines the best features of both the direct-current and the single-phase alter- nating-current systems. it utilises the direct-current series motor at its best for driving the locomotive and the high- potential single-phase trolley for its power supply. a lowering transformer and a motor-generator set consisting of a single- phase synchronous motor and a direct-current generator connect these two. other advantages of this type of locomotive are:— voltage control of the generator for acceleration and speed by varying the field of the motors to give constant output of the generator; the ability to regenerate within the capacity of the generator at practically any speed down to standstill; and high line-power factor. it will be noted that both the split-phase and the motor-generator type locomotives really carry rotating sub- stations whose losses are added to that of the traction equipment. railways the continuous or direct-current system.—the direct-current series motor is particularly well adapted to railway work by its variable speed characteristics and by its simple and rugged construction, its relatively light weight, small dimensions and high efficiency and comparative cheapness both in first cost and in cost of maintenance. about 1905 the direct-current system was limited to practically 600 volts. large amounts of feeder copper were required in the line. the current that could be collected successfully from the overhead wire was limited to 300 or 400 amperes. frequent sub-stations with motor-generator sets or synchronous converters were required, each with its attendants and, except in services with frequent trains, with a low load factor and consequent low average efficiency. under modern conditions voltages of 1,200, 1,500, 2,400 and 3,000 are in regular use with a single overhead contact line. with automatic sub-stations attendants are practically elimi- nated; sub-station machines are shut down when not needed; efficiencyis increased and byspacingsub-stations at frequent inter- vals a great reduction in the amount of feeder copper required is effected. high-speed circuit breakers in sub-stations, by inserting a resistance in the circuit, minimise the damage resulting from short circuit on line or equipment. owing to improvements in overhead construction and in current collectors, very heavy cur- rents of as high as 3,000 amperes for experimental work and of 1,000 to 2,000 amperes are collected on the chicago, milwaukee & st. paul railway and elsewhere. the stecl tank mercury vapour converter is gaining ground for sub-stations, especially for higher voltages. this eliminates rotating machinery from the sub-stations, and has a very high average efticiency. it can take alternating current at any com- mercial frequency and convert it to direct current. it has been applied extensively for railway sub-stations in europe. the higher voltages increase the weight and cost of motors and the complications of the control equipment, particularly for voltages over 1,500, so that it is desirable, where the cost of motive-power equipments predominates in an electrification project, to use the lowest voltage that is feasible from the stand- point of current collection, especially for congested service. the mercury vapour converter, the high-speed circuit breaker and the heavy current-collecting devices have greatly increased the possibilities of the lower voltages. a direct current of 1,500 volts has special advantages for con- gested service and has been adopted as standard by great britain, the netherlands, france, japan and czechoslovakia, as well as by the illinois central railroad in the united states of america. for long lines, however, with relatively infrequent trains and for very heavy trains, 3,000 volts seems to be the favourite for direct current electrification and has been adopted with notable success for several electrifications in the united states, brazil, chile, spain, mexico and south africa. the first one of these, the chicago, milwaukee & st. paul railway in the united states | has the longest route mileage electrified of any railway in the country. it crosses five mountain ranges and uses regenerative braking with excellent results. with direct current, regenerative braking may be utilised at practically any speed. niechanical design of locomotives drive —a great many radical schemes have been employed for the transmission of motor torque from the driving motors to the wheels. the type of drive and the locomotive arrangement are very largely governed by the type of motor used. the direct- current motor may be used with any known type of drive. it is usually applied, however, with one motor for each driving axle, utilising either direct gearing, a gearless arrangement or some system by which the entire motor weight is spring-borne. both the single-phase and the three-phase motors have their limitations. the dimensions and weight of the single-phase motor—except in very small sizes—make it imperative to have the entire weight of the motor spring-borne. it is, therefore, applied either with some form of quill drive or by the use of direct or geared side-rod drive. in the case of three-phase, it is very desirable to reduce the number of motors per locomotive to a 293 minimum. yor this reason the three-phase motors have been applied exclusively with scotch yoke or side-red drive, either geared or gearless. wheel arrangement and cab structure-—the wheel bases and wheel arrangement of locomotives depend very largely on the type of motor and the form of drive. there are two general wheel arrangements: (a) a rigid frame similar to steam locomo- tives, with or without guiding trucks, and a cab mounted rigidly on the frame; (2) an assembly of two or more trucks, each with its equipment of motors, supporting a cab containing the control equipment, etc. this type is used both with separate swivel trucks like a car or with articulated trucks, the truck frames being coupled together. the rigid-frame type has the advantage of simplicity but generally has a long rigid-wheel base. the truck type of con- struction has the advantage of much greater flexibility for curv- ing and in providing better carrying springs. power supply.—this varies greatly according to the local conditions tn each instance. in the past a great majority of rail- roads have produced their own power, but for the future the tend- ency is toward the purchase of traction power from central station networks. this means that for the alternating-current systems a frequency for the railroad load is desirable that is an even multiple of the accepted distribution frequency. in f.urope this has been secured by the adoption of 163 cycles, or one-third of the standard so0-cycle system in general use. in the united states the ratio of 60 to 25 is not so satisfactory. diesel electric locomotives —there was in 1926 very impor- tant development in progress in the application of the diesel oil engine to rail cars and locomotives, both in europe and in amer- ica, and several locomotives have been built with engines of 1,000 to 1,200 h.ip. capacity. the favourite method of connecting the table of world electrification giving total no. of locomotives and electrified route distance in each country route distance a.c.) | no. of parts country voltage} or | locomo- sepdprox. de. tives k vm niles argentina 800 | t).c, 2 19 30 brazil . 3,000 a 21 rh 118 : , 2,400 by oe 3 7 ii canada ; 3,300 | 25 cy. 6 ain 3,000 d.c, 39 100 160 chile -, 2,400 d.c, 3 mexico 3,000 | 1).c. 10 15 25 600 d.c, 131 - - da sn es pe: ji aoe it dc. 28 i united states | 3,000 dt. 103 1,300 2,100 | i1,000 | 25 cy. 180 i ee 7 i 6,600 | 25 cy. 14 540 860 austria ‘ | 15,000 | 163 cy 7 * | 1,500 | os ae ii a : england 600 d.c. 20 485 776 6,600 | 25 cy. . i . : f 600 id. , 45 620 goo | france 1,500 | d.c. 431 . | ba dat anes 6,000 | 25 cy. i 498 7oq2 crermany | 15,000 f a 245 oe ; . | | 1,100 ic. 113 7 holland “}to 1,200] d.c. 68 175 296 600 be ge 10 i bes 3,000 | 16} cy = ig o italy 2 3 ph. 464 870 | 1,400 10,000 | 45 cy. aa a ae norway . | 16,000 | 163 cy. fe 120 195 spain 3,000 | d.c. 12 39 63 sweden , | 16,000 | 163% cy. ii4 715 1,150 | 15,000 | 163 cy. 208 et - switzerland 3,000 | 15 cy. 3 ph. 7 840 | 1,340 . 600 bs ae 2 ma si australia 1,500 | d.c. « 155 250 japan . 1,500 lc. go 32 525 java 1,500 jc; 6 new zealand south africa 1,500 3,000 t ‘ate =alternating current; d.c. =direct current; cy. =cycles; ph. = phase. 294 engine to the drive wheels seems to be by means of an electric generator and railway motors. this offers the most flexible and reliable means by which the speed and tractive effort may be varied to suit the conditions. | the diesel electric system seems to be well suited for use on rail cars, where engines of 250 to 4oo h.p. are required, and on slow-speed locomotives used in switching and freight service. the advantages of this type lie in fuel economy, comparative freedom from smoke, dirt and noise and in greater availability for service, it should prove to be a strong auxiliary in the electri- fication of the steam railways. general.—the table on p. 293 contains a summary of the prin- cipal main line railroad electrifications of the world as they were on jan. 1 1926. multiple-unit car equipments are used exten- sively on the electrifications in great britain, australia, japan and the united states of america, and almost all of the suburban passenger traffic on the electrified railroads in the cities of lon- don, new york, philadelphia, teky6 and melbourne is handled by such equipment. bibliography.—fe. p. burch, electric traction for railway trains (191n); walter kummer, die maschinenlehre der elektrischen zug- forderung, 2 vol. (1915-20); e. e. seefehlner, elektrische zugfor- derung (1922); f. w. carter, ratlway electric traction (1922); w. wechmann, der elektrische zugbetriebh der deutschen reichsbahn (1924); ml. gerstmeyer, die wechselsirom-bahn-motoren; sir philip dawson and §$. parker, ‘ main line railway electrification,”’ 7 he engineer, london, 1924-5; l. de uerebely, ‘a new system of main line electrification,” the engineer, dec. 5 1924; tf. el. shepard, ‘‘ the development of the electric locomotive,” american railway association circular, dv-358. see also lictt railways, military. (n, ws.)",
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