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C2H3 and C3Hg, where C:H=7.98 and C:0+N=46.3. In cannel coals the prevailing constituents are the spores of cryptogamic See also:plants, See also:algae being rare or in many cases absent. By making very thin sections and employing high magnification (1000-1200 diameters), Renault has been enabled to detect numerous forms of bacilli in the woody parts preserved in See also:coal, one of which, Micrococcus See also:carbo, bears a strong resemblance to the living Cl'adolhrix found in trees buried in See also:peat bogs. Clearer See also:evidence of their occurrence has, however, been found in fragments of See also:wood fossilized by See also:silica or carbonate of See also:lime which are sometimes met with in coal seams. The subsequent See also:change of peaty substance into coal is probably due to See also:geological causes, i.e. chemical and See also:physical processes similar to those that have converted See also:ordinary sediments into See also:rock masses. Such changes seem, however, to have been very rapidly accomplished, as pebbles of completely formed coal are commonly found in the sandstones and coarser sedimentary strata alternating with the coal seams in.many coalfields. The variation in the See also:composition of coal seams in different parts of the same See also:basin is a difficult See also:matter to explain. It has been variously attributed to See also:metamorphism, consequent upon igneous intrusion, See also:earth movements and other kinds of geothermic See also:action, greater or less loss of volatile constituents during the See also:period of coaly transformation, conditioned by See also:differences of See also:permeability in the enclosing rocks, which is greater for sandstones than for argillaceous strata, and other causes; but none of these appears to be applicable over more than limited areas. According to L. Lemiere, who has very fully reviewed the relation of composition to origin in coal seams (Bulletin de la Societe de l'Industrie minerale, 4 See also:ser. vol. iv. pp. 851 and 1299, vol. V. p. 273), differences in composition are mainly See also:original, the denser and more anthracitic varieties representing plant substance which has been more completely macerated and deprived of its putrescible constituents before submergence, or of which the deposition had taken See also:place in shallow See also:water, more readily accessible to atmospheric oxidizing influences than the deeper areas where conditions favourable to the elaboration of compounds richer in See also:hydrogen prevailed. The conditions favourable to the See also:production of coal seem therefore to have been-See also:forest growth in swampy ground about the mouths of See also:rivers, and rapid oscillation of level, the coal produced during subsidence being covered up by the sediment brought down by the See also:river forming beds of See also:sand or See also:clay, which, on re-See also:elevation, formed the See also:soil for fresh growths, the See also:alternation being occasionally broken by the See also:deposit of purely marine beds. We might therefore expect to find coal wherever strata of estuarine origin are See also:developed in See also:great See also:mass. This is actually the See also:case; the Carboniferous, Cretaceous and See also:Jurassic systems (qq.v.) contain coal-bearing strata though in unequal degrees,-the first being known as the Coal See also:Measures proper, while the others are of small economic value in Great See also:Britain, though more productive in workable coals on the See also:continent of See also:Europe. The Coal Measures which See also:form See also:part of the Palaeozoic or See also:oldest of the three great geological divisions are mainly confined to the countries See also:north of the See also:equator. Mesozoic coals are more abundant in the See also:southern hemisphere, while See also:Tertiary coals seem to be tolerably uniformly distributed irrespective of See also:latitude. The nature of the Coal Measures will be best understood by It VI. Ic considering in detail the areas within which they occur in Britain, together with the rocks with which they are most intimately associated. The commencement of the Carboniferous period is marked by a mass of limestones known as the Carboniferous or Sequences See also:Mountain See also:Limestone,which contains a large assemblage of See also:carbon- of marine fossils, and has a maximum thickness in iferous S.W. See also:England and See also:Wales of about '2000 ft. The strata. upper portion of this See also:group consists of shales and sand-stones, known as the Yoredale Rocks, which are highly developed in the moorland region between See also:Lancashire and the north See also:side of See also:Yorkshire. These are also called the Upper Limestone Shale, a similar group being found in places below the limestone, and called the See also:Lower Limestone Shale, or, in the north of England, the Tuedian group. Going northward the beds of limestone diminish in thickness, with a proportional increase in the intercalated sandstones and shales, until in See also:Scotland they are entirely subordinate to a mass of coal-bearing strata, which forms the most productive members of the Scotch coalfields. The next member of the See also:series is a mass of coarse sandstones, with some slates and a few thin coals, known as the See also: Seams of a See also:medium thickness of 3 to 7 ft. are usually the most regular and continuous in character. Cannel coals are generally variable in quality, being liable to change into shales or See also:black-band ironstones within very See also:short See also:horizontal limits. In some instances the coal seams may be changed as a whole, as for instance in South Wales, where the coking coals of the eastern side of the basin pass through the See also:state of dry See also:steam coal in the centre, and become See also:anthracite in the western side. (H. B.)
The most important See also:European coalfields are in Great Britain, See also:Belgium and See also:Germany. In Great Britain there is the South Welsh field, extending westward from the See also: Coal has also been found in an See also:extension northward from this field towards See also:Antwerp, while westward the same field extends into north-eastern France. Coal is widely distributed in Germany. The See also:principal field is that of the lower See also:Rhine and See also:Westphalia, which centres in the industrial region of the basin of the See also:Ruhr, a right-See also:bank tributary of the Rhine. In the other chief industrial region of Germany, in See also:Saxony, See also:Zwickau and Lugau, are important See also:mining centres. In See also:German See also:Silesia there is a third rich field, which extends into See also:Austria (See also:Austrian Silesia and See also:Galicia), for which country it forms the chief See also:home source of See also:supply (apart from See also:lignite). Part of the same field also lies within See also:Russian territory (See also:Poland) near the point where the frontiers of the three See also:powers meet. Both in Germany and in Austria-See also:Hungary the production of lignite is large—in the first-named' especially in the districts about See also:Halle and See also:Cologne; in the second in north-western Bohemia, See also:Styria and See also:Carniola. In France the principal coalfield is that in the north-east, already mentioned; another of importance is the central (Le Creusot,&c.) and a third, the southern, about the lower course of the See also:Rhone. Coal is See also:pretty widely distributed in See also:Spain, and occurs in several districts in the See also:Balkan See also:peninsula. In See also:Russia, besides the See also:Polish field, there is an important one south of See also:Moscow, and another in the lower valley of the Donetz, north of the See also:Sea of See also:Azov. The European region poorest in coal (proportionately to See also:area) is Scandinavia, where there is only one field of economic value—a small one in the extreme south of See also:Sweden. In See also:Asia the See also:Chinese coalfields are of See also:peculiar See also:interest. They are widely distributed throughout See also:China Proper, but those of the See also:province of Shansi appear to be the richest. Proportionately to their vast extent they have been little worked. In a modified degree the same is true of the See also:Indian fields; large supplies are unworked, but in several districts, especially about Raniganj and elsewhere in See also:Bengal, workings are fully developed. Similarly in See also:Siberia and See also:Japan there are extensive supplies unworked or only partially exploited. Those in the neighbourhood of See also:Semipalatinsk may be instanced in the first case and those in the See also:island of See also:Yezo in the second. In Japan, however, several smaller fields (e.g. in the island of Kiushiu) are more fully developed. Coal is worked to some extent in See also:Sumatra, See also:British North See also:Borneo, and the Philippine Islands. In the See also:United States of See also:America the Appalachian mountain See also:system, from See also:Pennsylvania southward, roughly marks the line of the chief coal-producing region. This group of fields is followed in importance by the " Eastern Interior " group in See also:Indiana, See also:Illinois and See also:Kentucky, and the " Western Interior " group in See also:Iowa, See also:Missouri and See also:Kansas. In See also:Arkansas, See also:Oklahoma and See also:Texas, and along the line of the Rocky Mountains, extensive fields occur, producing lignite and bituminous coal. The last-named fields are continued northward in See also:Canada (See also:Crow's See also:Nest Pass field, See also:Vancouver Island, &c.). There is also a group of coalfields on the See also:Atlantic seaboard of the Dominion, principally in Nova See also:Scotia. Coal is known at sever-al points in See also:Alaska, and there are rich but little worked deposits in See also:Mexico. In the southern countries coal-production is insignificant compared with that in the northern hemisphere. In South America coal is known in See also:Venezuela, See also:Colombia, See also:Peru, northern See also:Chile, See also:Brazil (chiefly in the south), and See also:Argentina (See also:Parana, the extreme south of See also:Patagonia, and Tierra del Fuego), but in no country are the workings extensive. See also:Africa is apparently the continent poorest in coal, though valuable workings have been developed at various points in British South Africa, e.g. at Kronstad, &c., in Cape See also:Colony, at Vereeniging, See also:Boksburg and elsewhere in the See also:Transvaal, in See also:Natal and in See also:Swaziland. See also:Australia possesses fields of great value, principally in the south-east (New South Wales and See also:Victoria), and in New See also:Zealand considerable quantities of coal and lignite are raised, chiefly in South Island. The following table, based on figures given in the See also:Journal of the See also:Iron and See also:Steel See also:Institute, vol. 72, will give an See also:idea of the coal production of the See also:world: Europe:— Tons. United See also:Kingdom . 1905 236,128,936 Germany, coal . „ 121,298,167 lignite „ 52,498,507 France „ 35,869,497 Belgium 21,775,280 Austria, coal 12,585,263 lignite . 22,692,076 Hungary, coal . . 1904 1,031,501 lignite 5,447,283 Spain . . 1905 3,202,911
Russia . . 1904 19,318,000
See also: 1905 72,665 See also:Australasia 1905 6,632,138 New South Wales . See also:Queensland „ 529,326 Victoria 153,135 Western Australia 127,364 See also:Tasmania . 51,993 New Zealand 1,585,756 The questions, what is the total amount of available coal in the coalfields of Great Britain and See also:Ireland, and how See also:long it may be expected to last, have frequently been discussed since the See also:early part of the 19th See also:century, and particular See also:attention was directed to them after the publication of See also:Stanley See also:Jevons's See also:book on The Coal Question in 1865. In 1866 a royal See also:commission was appointed to inquire into the subject, and in its See also:report, issued in 1871, estimated that the In Table V. below See also:column I. shows the quantity of coal still remaining unworked, in the different coalfields at depths not exceeding 4000 ft. and in seams not less than 1 ft. thick, as estimated by seven See also:district commissioners; column II. the total estimated reductions on See also:account of loss in working due to faults and other natural causes in seams and of coal required to be See also:left for barriers, support of See also:surface buildings, &c.; and column III. the estimated See also:net available amount remaining unworked. As regards the duration of British coal resources, the commissioners reported (1905): " This question turns chiefly upon the See also:maintenance or the variation of the See also:annual output. The calculations of the last Coal Commission as to the future exports and of Mr Jevons as to the future annual See also:consumption make us hesitate to prophesy how long our coal resources are likely to last. The See also:present annual output is in See also:round See also:numbers 230 million tons, and the calculated available resources in the proved coalfields are in round numbers 100,000 million tons, exclusive of the 40,000 million tons in the unproved coalfields, which we have thought best to regard only as probable or speculative. For the last See also:thirty years the See also:average increase in the output has been 2i % per annum, and that in the exports (including bunkers) 41% per annum. It is the See also:general See also:opinion of the District Commissioners that owing to physical considerations it is highly probable that the present See also:rate of increase of the putput of coal can long continue—indeed, they think that some districts have already attained their maximum output, but that on the other See also:hand the developments in the newer coalfields will possibly increase the total output for some years. In view of this opinion and of the exhaustion of the shallower collieries we look forward to a See also:time, not far distant, when the rate of increase of output will be slower, to be followed by a period of stationary output, and then a See also:gradual decline." According to a calculation made by P. Frech in 1900, on the basis of the then rate of production, the coalfields of central France, central Bohemia, the kingdom of Saxony, the Prussian province of Saxony and the north of England, would be exhausted in 100 to 200 years, the other British coalfields, the See also:Waldenburg-Schatzlar and that of the north of France in 250 years, those of Saarbriicken, Belgium, Aachen and Westphalia in 600 to Boo years, and those of Upper Silesia in more than See also:i000 years. (O. J. R. H.; H. M. R.) Coal-Mining. The opening and laying out, or, as it is generally called, "winning," of new collieries is rarely Preliminundertaken without a ary trial preliminary examination ofcoalof the character of the workings. strata by means of borings, either for the purpose of determining the Coal resources of Great Britain. District. Coalfield. I. II. III. A South Wales and See also:Monmouthshire 33,443,000,339 6,972,003,760 26,470 996,579 See also:Somersetshire and part of Glou- cestershire No details No details 4,198,301,099 Forest of Dean 305,928,137 47,394,690 258,533,447 `North See also:Stafford 5,267,833,074 899,782,727 4,368,050,347 South Stafford 1,953,627,435 538,179,363 1,415,448,072 B. Warwickshire 1,448,804,556 321,822,653 1,126,981,903 See also:Leicestershire 2,467,583,205 642,124,654 1,825,458,551 See also:Shropshire 369,174,620 48,180,921 320,993,699 C {LCheshiancasrehire 5,349,554,437 1,111,046,710 4,238,507,727 . . . . . . . 358,998,172 67,165,901 291,832,271 North Wales 2,513,026,200 776,558,371 1,736,467,829 D {Yorkshire No details No details 19,138,006,395 See also:Derby and Notts. No details No details 7,360,725,100 Northumberland 7,040,348,127 1,530,722,486 5,509,625,641 E. Cumberland 2,188,938,830 661,230,025 1,527,708,805 Durham 6,607,700,522 1,336,584,176 5,271,116,346 F. Scotland 21,259,767,661 5,579,311 ;305 15,681,456,356 G. Ireland No details No details 174,458,000 number and nature of the coal seams in new ground, or the position of the particular seam or seams which it is proposed to See also:work in extensions of known coalfields. The principle of proving a See also:mineral field by See also:boring is illustrated by fig. 1, which represents a line See also:direct from the See also:dip to the rise of the field, the inclination of the strata being one in eight. No. 1 See also:bore is commenced at the dip, and reaches a seam of coal A, at 4J fathoms; at this See also:depth it is considered proper to remove nearer t. the outcrop so that lower strata may be bored into at a less depth, and a second bore is commenced. To find the position of No. 2, so as to form a continuous See also:section, it is necessary to reckon the inclination of the strata, which is 1 in 8; and as bore No. 1 was 40 fathoms in depth, we multiply the depth by the rate of inclination, 4.0 X 8 = 320 fathoms, which gives the point at which the coal seam A should reach the surface. But there is generally a certain depth of alluvial See also:cover which requires to be deducted, and which we See also:call 3 fathoms, then (40—3 = 37) X 8 = 296 fathoms; or say 286 fathoms is the distance that the second bore should be placed to the rise of the first, so as to have, for certain, the seam of coal A in clear connexion with the seam of coal B. In bore No. 3, where the seam B, according to the same system of arrangement, should have been found at or near the surface, another seam C is proved at a considerable depth, differing in character and thickness from either of the preceding. This derangement being carefully noted, another bore to thcoutcrop on the same principle is put down for the purpose of proving the seam C; the nature of the strata at first is found to agree with the latter part of that bored through in No. 3, but immediately on See also:crossing the dislocation seen in the figure it is changed and the deeper seam D is found. The evidence therefore of these bores (3 and 4) indicates some material derangement, which is then proved by other bores, either towards the dip or the outcrop, according to the See also:judgment of the borer, so as to ascertain the best position for sinking pits. (For the methods of boring see BORING.) The working of coal may be conducted either by means of levels or galleries driven from the outcrop in a valley, or by shafts or pits sunk from the surface. In the early Methods days of coal-mining, open working, or See also:quarrying from Working. the outcrop of the seams, was practised to a consider- able extent; but there are now few if any places in England where this can be done. In 1873 there could be seen,
in the thick coal seams of Bengal, near Raniganj, a seam about
5o ft. thick laid See also:bare, over an area of several acres, by stripping
off a superficial covering varying from ro to 30 ft., in See also:order to
remove the whole of the coal without loss by pillars. Such a
case, however, is quite exceptional. The operations by which
the coal is reached and laid out for removal are known as " win-
ning," the actual working or extraction of the coal being termed
" getting." In fig. 2 A B is a See also:cross cut level, by which the seams
of coal 1 and 2 are won, and C D a See also:vertical See also:shaft by which the
seams 1, 2 and 3 are won. When the field is won by the former
method, the coal lying above the level is said to be "level-See also:free."
The mode of winning by level is of _ass general application than
that by shafts, as the capacity for production is less, owing to the
smaller See also:size of roadways by which the coal must be brought to
the surface, levels of large section being expensive and difficult
to keep open when the mine has been for some time at
work. Shafts, on the other hand, may be made of almost any
capacity, owing to the high See also:speed in See also:drawing which is attainable
with proper mechanism, and allow of the use of more perfect arrangements at the surface than can usually be adopted at the mouth of a level on a See also: The actual coal measure strata, consisting mainly of shales and See also:clays, are generally impervious to water, but when strata of a permeable character are sunk through, such as the magnesian limestone of the north of England, the Permian sandstones of the central counties, or the See also:chalk and See also:greensand in the north of France and Westphalia, See also:special methods are required in order to pass the water-bearing beds, and to protect the shaft and workings from the influx of water subsequently. Of these methods one of the chief is the See also:plan of tubbing, or lining Tubbing the excavation with an impermeable casing of wood or iron, generally the latter, built up in segments forming rings, which are piled upon each other throughout the whole depth of the water-bearing strata. This method necessitates the use of very considerable pumping See also:power during the sinking, as the water has to be kept down in order to allow the sinkers to reach a water-tight stratum upon which the See also:foundation of the tubbing can be placed. This consists of a heavy See also:cast iron See also:ring, known as a wedging See also:crib, or curb, also fitted together in segments, which is lodged in a square-edged groove cut for its reception, tightly caulked with See also:moss, and wedged into position. Upon this the tubbing is built up in segments, of which usually from 10 to 12 are required for the entire circumference, the edges being made perfectly true. The thickness varies according to the pressure expected, but may be taken at from 1 to 11 in. The inner See also:face is smooth, but the back is strengthened with See also:angle brackets at the corners. A small hole is left in the centre of each segment, which is kept open during the fitting to prevent undue pressure upon any one, but is stopped as soon as the circle is completed. In the north of France and Belgium wooden tubbings, built of polygonal rings, were at one time in general use. The polygons adopted were of 20 or more sides approximating to a circular form. The second principal method of sinking through water-bearing ground is by compressed See also:air. The shaft is lined with a See also:cylinder of wrought iron, within which a tubular chamber, See also:Pneumatics provided with doors above and below, known as an staking air-See also:lock, is fitted by a telescopic See also:joint, which is tightly packed so as to See also:close the top of the shaft air-tight. Air is then forced into the inclosed space by means of a compressing See also:engine, until the pressure is sufficient to oppose the flow of water into the excavation, and to drive out any that may collect in the bottom of the shaft through a See also:pipe which is carried through the air-sluice to the surface. The miners work in the bottom in the same manner as See also:divers in an ordinary diving-See also:bell. See also:Access to the surface is obtained through the See also:double doors of the air-sluice, the pressure being reduced to that of the See also:external See also:atmosphere when it is desired to open the upper See also:door, and increased to that of the working space below when it is intended to communicate with the sinkers, or to raise the stuff broken in the bottom. This method has been adopted in various sinkings on the continent of Europe. The third method of sinking through water-bearing strata is that of boring, adopted by Messrs See also:Kind & Chaudron in Belgium Shaft and Germany. For this purpose a horizontal See also:bar boring. armed with vertical cutting See also:chisels is used, which cuts out the whole section of the shaft simultaneously. In the first instance, a smaller cutting See also:frame is used, boring a hole from 3 to 5 ft. in See also:diameter, which is kept some 50 or 6o ft, in advance, so as to receive the detritus, which is removed by a See also:shell See also:pump of large size. The large trepan or cutter weighs about 16 tons, and cuts a hole of from 9 to 15 ft. in diameter. The water-tight lining may be either a wrought iron See also:tube, which is pressed down by See also:jack screws as the borehole advances, or cast iron tubbing put together in short See also:complete rings, in contra-distinction to the old plan of See also:building them up of segments. The tubbing, which is considerably less in diameter than the borehole, is suspended by rods from the surface until a See also:bed suitable for a foundation is reached, upon which a sliding length of tube, known as the moss See also:box, bearing a See also:shoulder, which is filled with dried moss, is placed. The whcle See also:weight of the tubbing is made to See also:bear on the moss, which squeezes outwards, forming a completely water-tight joint. The See also:interval between the back of the tubbing and the sides of the borehole is then filled up with See also:concrete, which on setting fixes the tubbing firmly in position. With increase in depth, however, the thickness and weight of the cast iron tubbing in a large shaft become almost unmanageable; in one instance, at a depth of 1215 ft., the bottom rings in a shaft 14 ft. in diameter are about 4 in. thick, which is about the limit for See also:sound castings. It has therefore been proposed, for greater depths, to put four columns of tubbings of smaller diameters, 82 and 5a ft., in the shaft, and fill up the See also:remainder of the boring with concrete, so that with thinner and lighter castings a greater depth may be reached. This, however, has not as yet been tried. Another extremely useful method of sinking through water-bearing ground, introduced by Messrs A. & H. T. Poetsch in 1883, and originally applied to shafts passing through quicksands above See also: When hard ground is reached, a seat is formed for the cast iron tubbing, which is built up in the usual way and concreted at the back, a small quantity of See also:caustic soda being sometimes used in mixing the concrete to prevent freezing. In an application of this method at Vicq , two shafts of 12 and 16.4 ft. diameter, in a covering of cretaceous strata, were frozen to a depth of 300 ft. in fifty days,the actual sinking and lining operations requiring ninety days more. The freezing See also:machines were kept at work for 20o days, and 2191 tons of coal were consumed in supplying steam for the compressors and circulating pumps. The introduction of these special methods has considerably simplified the problem of sinking through water-bearing strata. Some of the earlier sinkings of this kind, when pumps had to be depended on for keeping down the water, were conducted at great cost, as, for instance, at South Hetton, and more recently Ryhope, near See also:Sunderland, through the magnesian limestone of Durham. The size and form of colliery shafts vary in different districts. In the United States and Scotland rectangular pits secured by See also:timber framings are still See also:common, but the tendency size of is now generally to make them round, 20 ft. being about shafts. the largest diameter employed. In the Midland counties, from 7 to 9 ft. is a very common size, but larger dimensions are adopted where a large production is required. Since the See also:accident at See also:Hartley colliery in 1862, caused by the breaking of the pumping-engine See also:beam, which See also:fell into the shaft and blocked it up, whereby the whole of the men then at work in the mine were starved to See also:death, it has been made compulsory upon mine-owners in the United Kingdom to have two pits for each working, in place of the single one divided by walls or brattices which was formerly thought sufficient. The use of two See also:independent connexions—whether See also:separate pits or sections of the same See also:pit, between the surface and the workings—is necessary for the service of the See also:ventilation, fresh air from the surface being carried down one, known as the " downcast," while the foul or return air of the mine rises through the other or " upcast " pit back to the surface. In a heavily-watered mine it is often necessary to establish a special engine-pit, with pumps permanently fixed, or a See also:division of one of the pits may be devoted to this purpose. The pumps, placed close to the point where the water accumulates, may be worked by an engine on the surface by means of heavy reciprocating rods which pass down the shaft, or by underground See also:motors driven by steam, compressed air or See also:electricity. Where the water does not accumulate very rapidly it is a common practice to allow it to collect in a pit or sump below the working bottom of the shaft, and to draw it off in a water tub or" hoppet "by the main engine, when the latter is not employed in raising coal. The laying out of a colliery, after the coal has been woh, by sinkings or levels, may be accomplished in various ways, according to the nature of the coal, its thickness and dip, and the extent of ground to be worked. In the South uYing Staffordshire and other Midland coalfields, where only workings. shallow pits are required, and the coals are thick, a pair of pits may be sunk for a very few acres, while in the North of England, on the other hand, where sinking is expensive, am area of some thousands of acres may be commanded from the same number of pits. In the latter case, which represents the most approved practice, the sinking is usually placed about the centre of the ground, so that the workings may radiate in every direction from the pit bottom, with the view of employing the greatest number of hands to advantage. Where a large area cannot be commanded, it is best to sink to the lowest point of the field for the convenience of drawing the coal and water which become level-free in regard to the pit. Where properties are much divided, it is always necessary to maintain a thick barrier of unwrought coal between the boundary of the mine and the neighbouring workings, especially if the latter are to the dip. If a prominent line of See also:fault crosses the area it may usually be a convenient division of the fields into sections or districts. The first See also:process in laying out the workings consists in driving a See also:gallery on the level along the course of the coal seam, which is known as a " dip See also:head level," and a lower parallel one, in which the water collects, known as a " lodgment level." Galleries driven at right angles to these are known as a " dip " or " rise headings," according to their position above or below the pit bottom. In Staffordshire the main levels are also known as v ' 582 " See also:gate roads." To secure the perpendicularity of the shaft, it is necessary to leave.a large mass or See also:pillar of the seam untouched around the pit bottom. This pillar is known in Scotland as the " pit bottom stoop." The junction of the levels with the pit is known as the " pit See also:eye "; it is usually of an enlarged section, and lined with masonry or brick-work, so as to afford See also:room for handling the wagons or trams of coal brought from the working faces. In this portion of the pit are generally placed the furnaces for ventilation, and the boilers required for working steam engines underground, as well as the stables and See also:lamp See also:cabin. The removal of the coal after the roads have been driven may be effected in many different ways, according to the See also:custom of the district. These may, however, all be considered as modifications of two systems, viz. pillar work and long-wall work. In the former, which is also known as "See also:post and See also:stall" or "bord and pillar " in the north of England, " pillar and stall " in South Wales, and " stoop and room " .in Scotland, the field is divided into strips by numerous openings driven parallel to the main rise headings, called " bords " or " bord See also:gates," which are again divided by cutting through them at Pill intervals, so as to leave a series of workaring. pillars arranged chequer-See also:wise over the entire area. These pillars are left for the support of the roof as the workings advance, so as to keep the mine open and free from See also:waste. In the oldest form of this class of working, where the size of the pillar is equal to the width of the stall or excavation, about 4 of the whole seam will be removed, the remainder being left in the pillars. A portion of this may be got by the process known as robbing the pillars, but the coal so obtained is liable to be very much crushed from the pressure of the superincumbent strata. This crushing may take place either from above or below, producing what are known as " creeps " or " sits." A coal seam with a soft See also:pavement and a hard roof is the most subject to a " creep." The first indication is a dull hollow sound heard when treading on the pavement or See also:floor, probably occasionedhowever, are so difficult to support that sits take place where the See also:half of the coal is left in pillars. Fig. 4 will convey a general idea of the See also:appearance of sits,—k, m, n showing different stages. The See also:modern method of pillar working is shown in fig. 5. In the Northumberland steam coal district, where it is carried out in the most perfect manner, the bords are 5 to 6 yds. in width, while the pillars are 22 yds. broad and 30 yds. long, which are subsequently got out on coming back. In the same figure is also shown the method of working whole coal and pillars at the same time, a barrier of two or three ranges of pillars or a See also:rib of solid coal being left between the working in the solid and those in the pillars. The space from which the entire quantity of coal %j r z ~ d 1,!; / /////a ~ L~ , 1/1%141 4d !i f n4h / z., - :://h fri C,, - d1 Grp A % soaves Reference —f Direction of air current Air crossing a a Doors Air split S Stoppings erattices has been removed is known in different districts as the " See also:goal," " gob," or " waste." Fig. 6 represents the Lancashire system of pillar working. The area is laid out by two pairs of level drifts, parallel to each other, about 15o yds. apart, which are carried to the boundary. About See also:roc yds. back from the boundary a communication is made between these levels, from which other levels are driven forward, dividing the coal into ribs of about 25 or 30 yds. wide, which are then cut back by taking off the coal in slices from Method of working coal. ' 2,9 %, M ° /// 9//// V/4 WA ~1 WA e/ A MA -'''e//O%%"'O///%%% WA 7/~/////Zd by some of the individual layers parting from each other as shown at a fig. 3; the succeeding stages of creep are shown at b, c, d, f, and g, in the same figure; the last being the final See also:stage, when the coal begins to sustain the pressure from the overlying strata, in common with the disturbed pavement. Lijr 'r !2f_I[ n~ n FIG. 4.-" Sits " in Mines. " Sits " are the See also:reverse of creeps; in the one case the pavement is forced up, and in the other the roof is forced or falls down, for want of proper support or tenacity in itself. This accident generally arises from an improper size of pillars; some See also:roofs, the level towards the rise in breadths of about 6 yds. By this method the whole of the coal is got backwards, the main roads being kept in solid coal; the intermediate levels not being driven till they are wanted, a greater amount of support is given, and the pillars are less crushed than is usual in pillar working. In the South Wales system of working, cross headings are driven from the main roads obliquely across the rise to get a sufficiently easy gradient for See also:horse roads, and from these the stalls are opened out with a narrow entrance, in order to leave support on either side of the road, but afterwards widening to as great a breadth as the seam will allow, leaving pillars of a minimum thickness. The character of such workings is very irregular in plan, and as the ventilation is attended with considerable difficulty, it is now becoming generally superseded by more improved methods. The second great principle of working is that known as long- wall or long-work, in which the coal is taken away either in broad ong-wau faces from roads about 40 or 5o yds. apart and parallel working. to each other, or along curved faces between roads radiating from the pit bottom—the essential feature in both cases being the removal of the whole of the coal at once, without first sub-dividing it into pillars, to be taken away at a tl - MMACL face to protect the workmen, and allow them to work together behind. The general character of a long-wall working is shown in fig. 7, which represents an area of about 50o acres of the bottom hard steam coal at See also:Shipley in See also:Derbyshire. The principal road extends from the shafts southward; and on both sides of it the coal has been removed from the See also:light-shaded area by cutting it back perpendicularly towards the boundaries, along faces about 50 yds. in length, those nearest to the shaft being kept in advance of those farther away, producing a step-shaped outline to the face of the whole coal. It will be seen that by this method the whole of the seam, with the exception of the pillars left to protect the main roadways, is removed. The roads for drawing the coal from the working faces to the shaft are kept open by walling through the waste or goaf produced by the fall of the unsupported roof. The straight roads are the air-ways for carrying pure air from the down-cast shaft to the working faces, while the return air passes along the faces and back to the up-cast by the curved road. The above is the method of working long-wall forward, i.e. taking the coal in advance from the pit towards the boundary, with roads kept open through the gob. Another method consists in driving towards the boundary, and taking the coal backward towards the shafts, or working homeward, allowing the waste to close up without roads having to be kept open through it. This is of course preferable, but is only applicable where the owner of the mine can afford to expend the See also:capital required to reach the limit of the field in excess of that necessary when the raising of coal proceeds pari passu with the extension of the main roads. Fig. 6 is sub- stantially a modification of this kind of long-wall work. South Fig. 8 represents a method of working practised in Yorkshire the South Yorkshire district, known as bords and method. See also:banks. The field is divided by levels and headings into rectangular banks, while from the main levels bords or wickets about 30 yds. wide, separated from each other by banks of about the same width, are carried forward in long-wall work, as shown on the left side of the figure, the waste being carefully packed behind so as to secure the ventilation. When these have been worked up to the extremity, as shown on the right side, the inter-mediate bank is removed by working backward towards the level. This system, therefore, combines both methods of long-wall working, but it is not generally applicable, owing to the difficulty of ventilation, due to the great length of air-way that has to be kept open around the waste on each bank. The relative advantages of the different methods may be generally stated as follows. Long-wall work is best suited for thin coals, and those having a See also:good roof, i.e. one that gives way gradually and fills up the excavation made by removing the coal without scaling off suddenly and falling into the working faces, when practically the whole of the coal may be removed. Against these advantages must be placed the difficulties attending the maintenance of roads through the goaves, and in some cases the large proportion of slack to round or large coal obtained. Pillar working, in the whole coal, is generally reputed to give a more advantageous proportion of round coal to slack, the latter being more abundantly produced on the removal of the pillars, but as these form only a small portion of the whole seam, the general yield is more advantageous than in the former method. The ventilation of pillar working is often attended with difficulty, and the coal is longer exposed to the See also:influence of the air, a point of importance in some coals, which deteriorate in quality when exposed to a hot See also:damp atmosphere. The great increase in the size of the pillars in the best modern collieries worked upon this principle has, however, done much to approximate the two systems to an equality in other respects. Where the whole of the coal is removed at once there is less See also:chance of surface damage, when the mines are deep, than with pillar workings. A notable instance of this was afforded at Newstead, Notts, where the ruined front of Newstead See also:Abbey was lowered several feet without any injury to the structure. The working of very thick seams presents certain special peculiarities, owing to the difficulties of supporting the roof in the excavated portions, and supplying fresh air to the workings. The most typical example of this kind of working in England is afforded by the thick coal of South Staffordshire, which consists of a series of closely associated coal seams, varying from 8 to 12 or 13, divided from each other by their partings, but making together one great bed of from 25 to 40 ft. or more in thickness. The partings together do not amount to more than 2 or 3 ft. The method of working which has been long in use is represented in fig. 9. The main level or gate road is driven in the benches coal, or lower part of the seam, while a smaller See also:drift for ventilation, called an air heading, is carried above it in one of the upper beds called the slipper coal. From the gate road a heading called a See also:bolt-hole is opened, and extended into a large rectangular chamber, known as a " side of work," large pillars being left at regular intervals, besides smaller ones or cogs. The order in which the coal is cut is shown in the dotted and numbered squares in the figure. The coal is first cut to the top of the`slipper coal from below, after which the upper portion is either broken down by wedging or falls of itself. The working of these upper portions is exceedingly Working thick seams. r/f /, %/ / . a//v' n ' d::,r/ it/'/;i /era "rA Reference , CS Doors g S Stopping* / Air crossing ' g Y/i~%~j 4 i* II OG/i See also:ems/ .,, jr yi /See also:ate ayi y iiiZe yin, /// // // / / MI WA MA yia, y/~m 'MA iii', Z / / , / ,, / / / . . . % // /O // l dangerous, owing to the great height of the excavations, and fatal accidents from falls of roof are in consequence more common in South Staffordshire than in any other coalfield in this country. The air from the down-cast shaft enters from the gate road, and passes to the up-cast through the air heading above. About one-half of the total coal (or less) is obtained in the first working; the roof is then allowed to fall, and when the gob is sufficiently consolidated, fresh roads are driven through it to obtain the ribs and pillars left behind by a second or even, in some cases, a third working. The loss of coal by this method is very considerable, besides great See also:risk to See also:life and danger from See also:fire. It has, therefore, been to some extent superseded by the long-wall method, the upper half being taken at the first working, and removed as completely as possible, working backwards from the boundaries to the shaft. The lower half is then taken in the same manner, after the fallen roof has become sufficiently consolidated to allow the mine to be re-opened. In the working of thick seams inclined at a high angle, such as those in the south of France, and in the lignite mines of Styria and Bohemia, the method of working in horizontal slices, about 12 or 15 ft. thick, and filling up the excavation with broken rock and earth from the surface, is now generally adopted in preference to the systems formerly used. At Monceaux See also:les Mines, in France, a seam 40 ft. thick, and dipping at an angle of 2o°, is worked in the following manner. A level is driven in a sandstone forming the floor, along the course of the coal, into which communications are made by cross cuts at intervals of 16 yds., which are •driven across to the roof, dividing up the area to be worked into panels. These are worked backwards, the coal being taken to a height of 20 ft., the opening being packed up with stone sent down from the surface. As each stage is worked out, the floor level is connected with that next below it by means of an incline, which facilitates the introduction of the packing material. Stuff containing a considerable amount of clay is found to be the best suited for the purpose of filling, as it consolidates readily under pressure. In France and Germany the method of filling the space left by the removal of the coal with waste rock, quarried under-ground or sent down from the surface, which was originally used in connexion with the working of thick inclined seams by the method of horizontal slices, is now largely extended to long-wall workings on thin seams, and in Westphalia is made compulsory where workings extend below surface buildings, and safety pillars of unwrought coal are found to be insufficient. With careful packing it is estimated that the surface subsidence will not exceed 40% of the thickness of the seam removed, and will usually be considerably less. The material for filling may be the waste from earlier workings stored in the spoil banks at the surface; where there are blast furnaces in the neighbourhood, granulated slag mixed with earth affords excellent packing. In thick seams packing adds about 5d. per ton to the cost of the coal, but in thinner seams the advantage is on the other side. In some anthracite collieries in America the small coal or See also:calm and other waste are washed into the exhausted workings by water which gives a compact mass filling the excavation when the water has drained away. A modification of this method, which originated in Silesia, is now becoming of importance in many European coalfields, In this the filling material, preferably sand, is sent down from the surface through a vertical steel pipe mixed with sufficient water to allow it to flow freely through distributing pipes in the levels commanding the excavations to be filled; these are closed at the bottom by screens of boards sufficiently close to retain the packing material while allowing the water to pass by the lower level to the pumping-engine which returns it to the surface. The actual cutting of the coal is chiefly performed by See also:manual labour, the See also:tool employed being a See also:sharp-pointed double-armed pick, which is nearly straight, except when required for use in hard rock, when the arms are made with an Mof ethods cutting inclination or « anchored.„ The terms See also:pike, pick, ,aL mandril and slitter are applied to the See also:collier's pick in different districts, the men being known as pikemen or hewers. In driving levels it is necessary to cut grooves vertically parallel to the walls, a process known as shearing; but the most import-See also:ant operation is that known as holing or kirving, which consists in cutting a notch or groove in the floor of the seam to a depth of about 3 ft., measured back from the face, so as to leave the overhanging part unsupported, which then either falls of itsown See also:accord within a few See also:hours, or is brought down either by driving wedges along the top, or by blasting. The process of holing in coal is one of the severest kinds of human labour. It has to be performed in a constrained position, and the miner lying on his side has to cut to a much greater height, in order to get room to carry the groove in to a sufficient depth, than is required to bring the coal down, giving rise to a great waste in slack as compared with See also:machine work. This is some-times obviated by holing in the beds below the coal, or in any portion of a seam of inferior quality that may not be See also:worth working. This loss is proportionately greater in thin than in thick. seams, the same quantity being cut to waste in either case. The method of cutting coal on the long-wall system is seen in fig. to, representing the working at the Shipley colliery. The coal is 40 in. thick, with a seam of fire-clay and a roof of black shale; about 6 in. of the upper part, known as the roof coal, not being worth working, is left behind. A groove of triangular section of 30 in. See also:base and g in. high is cut along the face, inclined timber props being placed at intervals to support the overhanging portion until the required length is cut. These are then removed, and the coal is allowed to fall, wedges or blasting being employed when necessary. The roof of the excavation is supported as the coal is removed, by packing up the waste material, and by a double See also:row of props, 2 ft. from each other, placed temporarily along the face. These are placed 5 ft. apart, the props of the back row alternating with those in front. tlY µir+ //// . // / - " / / 0 0 0 0 0 0 0 0 0 0 0 0 0 '~~.uIIu, MU Plan and Section. The props used are preferably of small See also:oak or See also:English See also:larch, but large quantities of See also:fir props, cut to the right length, are also imported from the north of Europe. As the work proceeds onwards, the props are withdrawn and replaced in advance, except those that may be crushed by the pressure or buried by sudden falls of the roof. In Yorkshire hollow square pillars, formed by piling up short blocks of wood or chocks, are often used instead of props formed of a single See also:stem.
In securing the roof and sides of coal workings, malleable iron and steel are now used to some extent instead of timber, although the consumption of the latter material is extremely large. As a substitute for timber props at the face, pieces of steel joists, with the See also:web cut out for a short distance on either end, with the flanges turned back to give a square bearing surface, have been introduced. In large levels only the cap pieces for the roof are made of steel joists, but in smaller ones complete See also:arches made of pieces of rails See also:fish-jointed at the See also:crown are used. In another system introduced by the Mannesmann Tube See also:Company the prop is made up of weldless steel tubes sliding telescopically one within the other, which are fixed at the right height by a See also:screw clamp capable of carrying a load of 15 to 16 tons. These can be most advantageously used on thick seams 6 to ro ft. or upwards. For shaft linings steel rings of H or channel section supported by intermediate struts are also used, and cross-bearers or buntons of steel joists and See also:rail guides are now generally substituted for wood.
When the coal has been under-cut for a sufficient length, the struts are withdrawn, and the overhanging mass is allowed to fall during the time that the workmen are out of the pit, or it may be brought down by driving wedges, or if it be of a compact character a blast in a borehole near the roof may be required. Sometimes, but rarely, it happens that it is necessary to cut vertical grooves in the face to determine the limit of the fall, such limits being usually dependent upon the cleet or divisional planes in the coal especially when the work is carried perpendicular to them or on the end.
The substitution of machinery for hand labour in cutting coal has long been a favourite problem with inventors, the earliest
Cost plan being that of See also:Michael Meinzies, in 176x, who
cutting proposed to work a heavy pick underground by power machines. transmitted from an engine at the surface, through
the agencies of See also:spear-rods and chains passing over pulleys; but none of the methods suggested proved to be practically successful until the general introduction of compressed air into mines furnished a convenient See also:motive power, susceptible of being carried to considerable distances without any great loss of pressure. This See also:agent has been applied in various ways, in machines which either imitate the action of the collier by cutting with a pick or make a groove by rotating cutters attached to an endless See also:chain or a revolving disk or See also:wheel. The most successful of the first class, or pick machines, that of See also: The weight is about 15 cwt. At a working speed of 6o yds. per shift of 6 hours, the work done corresponds to that of twelve average men. The width of the groove cut is from 2 to 3 in. at the face, diminishing to 12 in. at the back, the See also:pro-portion of waste being very considerably diminished as compared with the system of holing by hand. The use of this machine has allowed a thin seam of cannel, from ro to 14 in. in thickness, to be worked at a profit, which had formerly been abandoned as too hard to be worked by hand-labour. Pick machines have also been introduced by See also: The whole operation requires from 8 to ro minutes, giving a cutting speed of 120 to 150 sq. ft. per See also:hour. These machines weigh from 20 to 22 cwt., and are mostly driven by electric motors of 25 up to 35 h.p. as a maximum. By reason of their intermittent action they are only suited for use in driving galleries or in pillar-and-stall workings. A See also:simple form of the saw or See also:spur wheel coal-cutting machine is that of Messrs Winstanly & See also:Barker (fig. ii), which is driven tee, . ' N Cs ,r, •. by a pair of oscillating engines placed on a frame See also:running on rails in the usual way. The crank shaft carries a pinion which gears into a toothed wheel of a coarse See also:pitch, carrying cutters at the ends of the See also:teeth. This wheel is mounted on a See also:carrier which, being movable about its centre by a screw gearing worked by hand, gives a radial sweep to the cutting edges. When at work it is slowly turned until the carrier is at right angles to the frame, when the cut has attained the full depth. The forward motion is given by a chain winding upon a crab placed in front, by which it is hauled slowly forward. With 25 lb pressure it will hole 3 ft. deep, at the rate of 30 yds. per hour, the cut being only 24 in. high, but it will only work on one side of the carriage. This type has been greatly improved and now is the most popular machine in Great Britain, especially in long-wall workings. W. E. Garforth's See also:Diamond coal cutter, one of the best known, undercuts from 51 to 6 ft. In some instances electric motors have been substituted for compressed-air engines in such machines. Another class of percussive coal-cutters of See also:American origin is represented by the See also:Harrison, See also:Sullivan and See also:Ingersoll-Sergeant machines, which are essentially large rock-drills without turning See also:gear for the cutting tool, and mounted upon a pair of wheels placed so as to allow the tool to work on a forward slope. When in use the machine is placed upon a wooden See also:platform inclining towards the face, upon which the miner lies and controls the direction of the See also:blow by a pair of handles at the back of the machine, which is kept stationary by wedging the wheels against a stop on the platform. These machines, which are driven by compressed air, are very handy in use, as the height and direction of the cut may be readily varied; but the work is rather severe to the See also:driver on account of the recoil See also:shock of the See also:piston, and an assistant is necessary to clear out the small coal from the cut, which limits the rate of cutting to about 125 sq. ft. per hour. Another kind of application of machinery to coal mining is that of Messrs Bidder & Jones, which is intended to replace the use of blasting for bringing down the coal. It consists coal- of a small See also:hydraulic See also:press, which forces a set of expand- wedging machines. See also:ing bits or wedges into a bore-hole previously bored by a long screw augur or See also:drill, worked by hand, the action of the press being continued until a sufficient See also:strain is obtained to bring down the coal. The arrangement is, in fact, a modification of the plug and See also:feather system used in stone quarrying for obtaining large blocks, but with the substitution of the powerful rending force of the hydraulic press for hand-power in driving up the wedges. This apparatus has been used at Harecastle in North Staffordshire, and found to work well, but with the disadvantage of bringing down the coal in unmanageably large masses. A method of wedging down coal sufficiently perfected to be of general application would add greatly to the See also:security of colliers. The removal of the coal broken at the working face to the pit bottom may in small mines be effected by hand labour, but more under- generally it is done by horse or See also:mechanical See also:traction, ground upon See also:railways, the " trams " or " tubs," as the pit convey- wagons are called, being where possible brought up to ante. the face. In steeply inclined seams passes or shoots leading to the main level below are sometimes used, and in Belgium iron plates are sometimes laid in the excavated ground to form a slide for the coal down to the loading place. In some instances travelling belts or creepers have been adopted, which deliver the coal with a reduced amount of breakage, but this application is not common. The capacity of the trams varies with the size of the workings and the shaft. From 5 to 7 cwt. are common sizes, but in South Wales they are larger, carrying up to one ton or more. The rails used are of flat bottomed or See also:bridge section varying in weight from 15 to 25 lb to the yd.; they are laid upon cross sleepers in a temporary manner, so that they can be easily shifted along the working faces, but are carefully secured along main roads intended to carry See also:traffic continuously for some time. The arrangement of the roads at the face is shown in the plan, fig. ro. In the main roads to the pit when the distance is not considerable horse traction may be used, a See also:train of 6 to 15 vehicles being drawn by one horse, but more generally the hauling or, as it is called in the north of England, the leading of the trains of tubs is effected by mechanical traction. In a large colliery where the shafts are situated near the centre of the field, and the workings extend on all sides, both to the dip and rise, the drawing roads for the coal may be of three different kinds —(1) levels driven at right angles to the dip, suitable for horse roads, (2) rise ways, known as jinny roads, See also:jig-brows, or up-brows, which, when of sufficient slope, may be used as self-acting planes, i.e. the loaded waggons may be made to pull back the empty ones to the working faces, and (3) dip or down-brows, requiring engine power. A road may be used as a self-acting or gravitating incline when the gradient is 1 in 30 or steeper, in which case the train is lowered by a rope passing over a pulley or See also:brake drum at the upper end, the return empty train being attached to the opposite end of the rope and hauled up by the descending load. The arrangements for this purpose vary, of course, with the amount of work to be done with one fixing of the machinery; where it is likely to be used for a considerable time, the drum and brake are solidly constructed, and the See also:ropes of steel or iron See also:wire carefully guided over See also:friction rollers, placed at internals between the rails to prevent them from chafing and wearing out on the ground. Where the load has to be hauled up a rising gradient, underground engines, driven by steam or compressed air orelectric motors, are used. In some cases steam generated in boilers at the surface is carried in pipes to the engines below, but there is less loss of power when compressed air is sent down in the same way. Underground boilers placed near the up-cast pit so that the See also:smoke and gases help the ventilating See also:furnace have been largely used but are now less favourably regarded than formerly. Water-pressure engines, driven by a column of water equal to the depth of the pit, have also been employed for hauling. These can, however, only be used advantageously where there are fixed pumps, the fall of water generating the power resulting in a load to be removed by the See also:expenditure of an See also:equivalent amount of power in the pumping engine above that necessary for keeping down the mine water. The principal methods in which power can be applied to underground traction are as follows:- 1. Tail rope system. 2. Endless chain system. 3. Endless rope system on the ground. 4. Endless rope system overhead. The three last may be considered as modifications of the same principle. In the first, which is that generally used in Northumberland and Durham, a single line of rails is used, the loaded tubs being drawn ".out bye," i.e. towards the shaft, and the empty ones returned " in bye," or towards the working faces, by See also:reversing the engine; while in the other systems, double lines, with the rope travelling continuously in the same direction, are the See also:rule. On the tail rope plan the engine has two drums worked by spur gearing, which can be connected with, or cast loose from, the driving shaft at See also:pleasure. The main rope, which draws out the loaded tubs, coils upon one drum, and passes near the floor over See also:guide sheaves placed about 20 ft. apart. The tail rope, which is of lighter section than the main one, is coiled on the second drum, passes over similar guide sheaves placed near the roof or side of the gallery round a pulley at the bottom of the plane, and is fixed to the end of the train or set of tubs. When the load is being drawn out, the engine pulls directly on the main rope, coiling it on to its own drum, while the tail drum runs loose paying out its rope, a slight brake pressure being used to prevent its running out too fast. When the set arrives out bye, the main rope will be See also:wound up, and the tail rope pass out from the drum to the end and back, i.e. twice the length of the way; the set is returned in bye, by reversing the engine, casting loose the main, and coupling up the tail drum, so that the tail rope is wound up and the main rope paid out. This method, which is the oldest, is best adapted for ways that are nearly level, or when many branches are intended to be worked from one engine, and can be carried round curves of small See also:radius without deranging the trains; but as it is intermittent in action, considerable engine-power is required in order to get up the required speed, which is from 8 to ro m. per hour. From 8 to ro tubs are usually drawn in a set, the ways being often from 2000 to 3000 yds. long. In dip workings the tail rope is often made to work a pump connected with the bottom pulley, which forces the water back to the cistern of the main pumping engine in the pit. For the endless chain system, which is much used in the See also:Wigan district, a double line of way is necessary, one line for full and the other for empty tubs. The chain passes over a pulley driven by the engine, placed at such a height as to allow it to See also:rest upon the tops of the tubs, and round a similar pulley at the far end of the plane. The forward edge of the tub carries a projecting See also:pin or See also:horn, with a notch into which the chain falls which drags the tub forward. The road at the outer end is made of a less slope than the chain, so that on arrival the tub is lowered, clears the pin, and so becomes detached from the chain. The tubs are placed on at intervals of about 20 yds., the chain moving continuously at a speed of from 22 to 4 M. per hour. This system presents the greatest advantages in point of See also:economy of driving power, especially where the gradients are variable, but is ex-pensive in first cost, and is not well suited for curves, and See also:branch roads cannot be worked continuously, as a fresh set of pulleys worked by See also:bevel gearing is required for each branch. The endless rope system may be used with either a single or double line of way, but the latter is more generally advantageous. The rope, which is guided upon sheaves between the rails, is taken twice round the head pulley. It is also customary to use a stretching pulley to keep the rope strained when the pull of the load diminishes. This is done by passing a See also:loop at the upper end round a pulley mounted in a travelling frame, to which is attached a weight of about 15 cwt. See also:hanging by a chain. This weight pulls directly against the rope; so if the latter slacks, the weight pulls out the pulley frame and tightens it up again. The tubs are usually formed into sets of from 2 to 12, the front one being coupled up by a short length of chain to a clamping See also:hook formed of two jaws moulded to the See also:curve of the rope which are attached by the " run rider," as the driver accompanying the train is called. This system in many respects resembles the tail rope, but has the advantage of working with one-third less length of rope for the same length of way. The endless rope system overhead is substantially similar to the endless chain. The wagons are attached at intervals by short lengths of chain lapped twice round the rope and hooked into one of the links, or in some cases the chains are hooked into hempen loops on the main rope. In mines that are worked from the outcrop by adits or See also:day levels traction by locomotives driven by steam, compressed air or electricity is used to some extent. The most numerous applications are in America. One of the most important branches of colliery work is the management of the ventilation, involving as it does the supply ventits- of fresh air to the men working in the pit, as well as tton. the removal of inflammable gases that may be given off by the coal. This is effected by carrying through the workings a large See also:volume of air which is kept continually moving in the same direction, descending from the surface by one or more pits known as intake or downcast pits, and leaving the mine by a return or upcast pit. Such a circulation of air can only be effected by mechanical means when the workings are of any extent, the methods actually adopted being—(r) The rarefaction of the air in the upcast pit by a furnace placed at the bottom; and (2) Exhaustion by machinery at the surface. The former plan, being the older, has been most largely used, but is becoming replaced by some form of machine. The usual form of ventilating furnace is a See also:plain fire See also:grate placed under an See also:arch, and communicating with the upcast shaft by an inclined drift. It is separated from the coal by a narrow passage walled and arched in See also:brickwork on both• sides. The size of the grate varies with the requirements of the ventilation, but from 6 to ro ft. broad and from 6 to 8 ft. long are usual dimensions. The fire should be kept as thin and See also:bright as possible, to reduce the amount of smoke in the upcast. When the mine is free from See also:gas, the furnace may be worked by the return air, but it is better to take fresh air directly from the downcast by a See also:scale, or split, from the main current. The return air from fiery workings is never allowed to approach the furnace, but is carried into the upcast by a special channel, called a dumb drift, some distance above the furnace drift, so as not to come in contact with the products of See also:combustion until they have been cooled below the igniting point of fire-damp. Where the upcast pit is used for drawing coal, it is usual to See also:discharge the smoke and gases through a short lateral drift near the surface into a tall See also:chimney, so as to keep the pit-top as clear as possible for working. Otherwise the chimney is built directly over the mouth of the pit. Mechanical ventilation may be effected either by direct exhaustion or centrifugal displacement of the air to be removed. In the first method reciprocating bells, or piston machines, or rotary machines of varying capacity like gas-works exhausters, are employed. They were formerly used on a very large scale in Belgium and South Wales, but the great weight of the moving parts makes it impossible to drive them at the high speed called for by modern requirements, so that centrifugal fans are now generally adopted instead. An early and very successful machine of this class, the Guibal See also:fan, is represented in fig. 12. The fan has eight arms, framed together of wrought iron bars, with See also:diagonal struts, so as to obtain rigidity with comparative587 lightness, carrying flat close-boarded See also:blades at their extremities. It revolves with the smallest possible clearance in a chamber of masonry, one of the side walls being perforated by a large round hole, through which the air from the mine is admitted to the centre of the fan. The lower quadrant of the casing is enlarged spirally, so as to leave a narrow rectangular opening at the bottom, through which the air is discharged into a chimney of gradually increasing section carried to a height of about 25 ft. The size of the discharge See also:aperture can be varied by means of a flexible wooden shutter sliding in a groove in a cast iron See also:plate, curved to the slope of the casing. By the use of the spiral guide casing and the chimney the velocity of the effluent air is gradually reduced up to the point of final discharge into the atmosphere, whereby a greater useful effect is realized than is the case when the air streams freely from the circumference with a velocity equal to that of the rotating fan. The power is applied by steam acting directly on a crank at one end of the See also:axle, and the diameter of the fan may be 40 ft. or more. The Waddle fan, represented in fig. 13, is an example of another class of centrifugal ventilator, in which a close casing is not used, the air exhausted being discharged from the circumference directly into the atmosphere. It consists of a hollow See also:sheet iron drum formed by two conoidal tubes, united together by numerous guide blades, dividing it up into a series of rectangular tubes of diminishing section, attached to a horizontal axle by cast iron bosses and wrought iron arms. The tubes at their smallest part are connected to a cast iron ring, lo ft. in diameter, but at their outer circumference they are only 2 ft. apart. The extreme diameter is 25 ft. By the See also:adoption of more refined methods of construction, especially in the shape of the intake and discharge passages for the air and the forms of the fan blades, the efficiency of the ventilating fan has been greatly increased so that the dimensions can be much reduced and a higher rate of speed adopted. Notable examples are found in the Rateau, Ser and See also:Capell fans, and where an electric generating station is available electric motors can be advantageously used instead of steam. The quantity of air required for a large colliery depends upon the number of men employed, as for actual respiration from 100 to 200 cub. ft. per See also:minute should be allowed. In fiery mines, however, a very much larger amount must be provided nlstribu- in order to dilute the gas to the point of safety. See also:don of air Even with the best arrangements a dangerous increase under in the amount of gas is not infrequent from the sudden ground. See also:release of stored-up masses in the coal, which, over-powering the ventilation, produce magazines of explosive material ready for ignition when brought in contact with the See also:flame of a lamp or the blast of a shot. The management of such places, therefore, requires the most constant vigilance on the part of the workmen, especially in the examination of the working places that have been See also:standing empty during the See also:night, in which gas may have accumulated, to see that they are properly cleared before the new shift commences. The actual See also:conveyance or See also:coursing of the air from the intake to the working faces is effected by splitting or dividing the current at different points in its course, so as to carry it as directly as possible to the places where it is required. In laying out the mine it is customary to'drive the levels or roads in pairs, communication being made between them at intervals by cutting through the intermediate pillar; the air then passes along one and returns by the other. As the roads ad- See also:vance other pillars are driven through in the same manner, the passages first made being closed by stoppings of broken rock, or built up with brick and See also:mortar walls, or both. When it is desired to preserve a way from one road or similar class of working to another, double doors placed at sufficient intervals apart to take in one or more trams between them when closed are used, forming a kind of lock or sluice. These are made to shut air-tight against their frames, so as to prevent the air from taking a short cut back to the up-cast, while preserving free access between the different districts without following the whole round of the air-ways. The ventilation of ends is effected by means of brattices or temporary partitions of thin boards placed midway in the drift, and extending to within a few feet of the face. The air passes along one side of the brattice, courses round the free end, and returns on the other side. In many cases a light but air-See also:proof See also:cloth, specially made for the purpose, is used instead of wood for brattices, as being more handy and more easily removed. In large mines where the air-ways are numerous and complicated, it often happens that currents travelling in opposite directions are brought together at one point. In these cases it is necessary to cross them. The return air is usually made to pass over the intake by a curved drift carried some distance above in the solid measures, both ways being arched in brickwork, or even in some cases lined with sheet iron so as to ensure a separation not likely to be destroyed in case of an See also:explosion (see See also:figs. 5 and 8). The use of small See also:auxiliary blowing ventilators underground, for carrying air into workings away from the main circuits, which was largely advocated at one time, has lost its popularity, but a useful substitute has been found in the induced See also:draught produced by jets of compressed air or high-pressure water blowing into ejectors. With a See also:jet of 2 0 in. area, a pipe discharging 13 See also:gallon of water per minute at 165 lb pressure per sq. in., a circulation of 85o cub. ft. of air per minute was produced at the end of a level, or about five times that obtained from an equal volumne of air at 6o lb pressure. The increased resistance, due to the large extension of workings from single pairs of shafts, the ventilating currents having often to travel several See also:miles to the upcast, has led to great increase in the size and power of ventilating fans, and engines from 250 to 500 H.P. are not uncommonly used for such purposes. The See also:lighting of underground workings in collieries is closely connected with the subject of ventilation. In many of the Lighting. smaller pits in the Midland districts of England, and generally in South Staffordshire, the coals are sufficiently free from gas, or rather the gases are not liable to become explosive when mixed with air, to allow the use of naked See also:lights, candles being generally used. Oil lamps are employed in many of the Scotch collieries, and are almost universally used in Belgium and other European countries. The buildings near the pit bottom, such as the stables and lamp cabin, and even the main roads for some distance, are often in large collieries lighted with gas brought from the surface, or in some cases the gas given off by the coal is used for the same purpose. Where the gases are fiery, the use of protected lights or safety lamps (q.v.) becomes a See also:necessity. The nature of the gases evolved by coal when freshly exposed to the atmosphere has been investigated by several chemists, more particularly by See also:Lyon See also:Playfair and See also:Ernst von Composl-See also:Meyer. The latter observer found the gases given off tion of gas by coal from the district of See also:Newcastle and Durham evolved by to contain carbonic See also:acid, See also:marsh gas or light carburetted coal. hydrogen (the fire-damp of the miner), See also:oxygen and See also:nitrogen. A later investigation, by J. W. See also: The conclusions arrived at by the royal commission of 1891, which may be taken as generally representative of the views of British colliery See also:engineers, are as follows:- 1. The danger of explosion when gas exists in very small quantities is greatly increased by the presence of coal dust. 2. A gas explosion in a fiery mine may be intensified or indefinitely propagated by the dust raised by the explosion itself. 3. Coal dust alone, without any gas, may cause a dangerous Quality. Colliery. Volume Composition in Volumes per cent. per ton . in cub. Carbonic x en. Marsh Nitro- ft. 'Acid. Oyg Gas. gen. Bituminous Cwm Clydach . 19'72 5'44 1.05 63'76 29.75 it . 14.34 9'43 2'25 31.95 56'34 Steam See also:Navigation 89.62 13.21 0.49 81.64 4.66 Anthracite Bonville's See also:Court 198'95 2.62 .. 93.13 4.25 explosion if ignited by a blown-out shot ; but such cases are likely to be exceptional. 4. The inflammability of coal dust varies with different coals, but none can be said to be entirely free from risk. 5. There is no See also:probability of a dangerous explosion being produced by the ignition of coal dust by a naked light or ordinary flame. Danger arising from coal dust is best guarded against by systematically sprinkling or watering the main roads leading from the working faces to the shaft, where the dust falling from the trams in transit is liable to accumulate. This may be done by water-carts or See also:hose and jet, but preferably by finely divided water and compressed air distributed from a network of pipes carried through the workings. This is now generally done, and in some countries is compulsory, when the rocks are deficient in natural moisture. In one instance the quantity of water required to keep down the dust in a mine raising 85o tons of coal in a single shift was 28.8 tons, apart from that required by the jets and motors. The distributing network extended to more than 30 M. of pipes, varying from 31 in. to r in. in diameter. In all British coal-mines, when gas in dangerous quantities has appeared within three months, and in all places that are _ dry and dusty, blasting is prohibited, except with ploal SafetysX " permitted " See also:explosives, whose composition and pro- perties have been examined at the testing station at the Royal See also:Arsenal, See also:Woolwich. A See also:list of those sanctioned is published by the Home See also:Office. They are mostly distinguished by special See also:trade names, and are mainly of two classes—those containing ammonium nitrate and See also:nitrobenzene or nitronaphthalene, and those containing See also:nitroglycerin and nitrocellulose, which are essentially weak dynamites. The safety See also:property attributed to them is due to the depression of the temperature of the flame or products of explosion to a point below that necessary to ignite fire-damp or coal dust in air from a blown-out shot. New explosives that are found to be satisfactory when tested are added to the list from time to time, the composition being stated in all cases. Methods for enabling miners to penetrate into workings where the atmosphere is totally irrespirable have come into use for saving life after explosions and for repairing shafts pd mS and pit-work under water. The aerophore of A. Galibert was in its earlier form a bag of about 12 cub. ft. capacity containing air at a little above atmospheric pressure; it was carried on the back like a knapsack and supplied the means of respiration. The air was continually returned and circulated until it was too much contaminated with carbonic acid to be further used, a See also:condition which limited the use of the apparatus to a very short period. A more extended application of the same principle was made in the apparatus of L. Denayrouze by which the air, contained in cylinders at a pressure of 300 to 350 lb per sq. in., was supplied for respiration through a reducing See also:valve which brought it down nearly to atmospheric pressure. This apparatus was, however, very heavy and became unmanageable when more than an hour's supply was required. The newer forms are based upon the principle, first enunciated by Professor Theodor See also:Schwann in 1854, of carrying compressed oxygen instead of air, and returning the products of respiration through a regenerator containing absorptive See also:media for carbonic acid and water, the purified current being returned to the mouth with an addition of fresh oxygen. The best-known apparatus of this class is that developed by G. A. Meyer at the Shamrock colliery in Westphalia, where a See also:body of men are kept in systematic training for its use at a special See also:rescue station. This See also:corps rendered invaluable service at the exploring and rescue operations after the explosion at Courrieres in March 19(36, the most disastrous mining accident on See also:record, when rtoo miners were killed. A somewhat similar apparatus called the " weg," after the See also:initials of the inventor, is due to W. E. Garforth of See also:Wakefield. In another form of apparatus advantage is taken of the property possessed by See also:sodium-See also:potassium peroxide of giving off oxygen when damped; the See also:residue of caustic soda and potash yielded by the reaction is used to absorb the carbonic acid of the expired air. Experiments have also been made with a See also:device in whichthe air-supply is obtained by the evaporation of liquid air absorbed in See also:asbestos. Underground fires are not uncommon accidents in coal-mines. In the thick coal workings in South Staffordshire the slack left behind in the sides of work is especially liable to fire from so-called spontaneous combustion, due to the rapid oxidization that is set up when finely divided coal is brought in contact with air. The best remedy in such cases is to prevent the air from gaining access to the coal by building a wall round the burning portion, which can in this way be isolated from the remainder of the working, and the fire prevented from spreading, even if it cannot be extinguished. When the coal is fired by the blast of an explosion it is often necessary to isolate the mine completely by stopping up the mouths of the pits with earth, or in extreme cases it must be flooded with water or carbonic acid before the fire can be brought under. There have been several instances of this being done in the fiery pits in the See also:Barnsley district, notably at the great explosion at the Oaks colliery in 1866, when 36o lives were lost. The drawing or winding of the coal from the pit bottom to the surface is one of the most important operations in coal mining, and probably the See also:department in which methods of wladln mechanical appliances have been brought to the highest state of development. The different elements making up the drawing arrangements of a colliery are—(1) the cage, (2) the shaft or pit fittings, (3) the drawing-rope, (4) the engine and (5) the surface Cage arrangements. The cage, as its name implies, consists of one or more platforms connected by an open framework of vertical bars of wrought iron or steel, with a top bar to which the drawing-rope is attached. It is customary to have a curved sheet iron roof or See also:bonnet when the cage is used for raising or lowering the miners, to protect them from injury by falling materials. The number of platforms or decks varies consider-ably; in small mines only a single one may be used, but in the larger modern pits two-, three- or even four-decked cages are used. The use of several decks is. necessary in old pits of small section, where only a single tram can be carried on each. In the large shafts of the Northern and Wigan districts the cages are made about 8 ft. long and 31 ft. broad, being sufficient to carry two large trams on one See also:deck. These are received upon a railway made of two strips of angle iron of the proper See also:gauge for the wheels, and are locked fast by a latch falling over their ends. At Cadeby Main with four-decked cages the capacity is eight 10-cwt. tubs or 4 tons of coal. The guides or conductors in the pit may be constructed of wood, in which case rectangular fir beams, about 3 by 4 in., are used, attached at intervals of a few feet to buntons or cross-beams built into the lining of the pit. Two guides are required for each cage; they may be placed opposite to each other, either on the long or short sides—the latter being preferable. The cage is guided by shoes of wrought iron, a few inches long and bell-mouthed at the ends, attached to the horizontal bars of the framing, which pass •loosely over the guides on three sides, but in most new pits rail guides of heavy section are used. They are applied on one side of the cage only, forming a complete vertical railway, carried by iron cross sleepers, with proper seats for the rails instead of wooden buntons; the cage is guided by curved shoes of a proper section to cover the heads of the rails. Rigid guides connected with the walling of the pit are probably the best and safest, but they have the disadvantage of being liable to distortion, in case of the pit altering its form, owing to irregular movements of the ground, or other causes. Wooden guides being of considerable size, block up a certain portion of the area of the pit, and thus offer an impediment to the ventilation, especially in upcast shafts, where the high temperature, when furnace ventilation is used, is also against their use. In the Lancashire and the Midland districts wire-rope guides have been introduced to a very considerable extent, with a view of See also:meeting the above objections. These are simply wire-ropes, from t to 12 in. in diameter, hanging from a cross-bar connected with the pit-head framing at the surface, and attached to a similar bar at the bottom, which are kept straight by a stretching weight of from 30 cwt. to 4 tons attached to the lower bar. In some cases four guides are used—two to each of the long sides of the cage; but a more general arrangement is to have three— two on one side, and the third in an intermediate position on the opposite side. Many colliery managers, however, prefer to have only two opposite guides, as being safer. The cage is connected by tubular clips, made in two pieces and bolted together, which slide over the ropes. In addition to this it is necessary to have an extra system of fixed guides at the surface and at the bottom, where it is necessary to keep the cage steady during the operations of loading and landing, there being a much greater amount of oscillation during the passage of the cage than with fixed guides. For the same reason it is necessary to give a considerable clear- ance between the two lines of guides, which are kept from 15 to 18 in. apart, to prevent the possibility of the two cages striking each other in passing. With proper precautions, however, wire guides are perfectly safe for use at the highest travelling speed. The cage is connected with the drawing-rope by short lengths of chain from the corners, known as tackling chains, gathered into a central ring to which the rope is attached. Ropes and Round steel wire-ropes, about 2 in. in diameter, are chains. now commonly used; but in very deep pits they are sometimes tapered in section to reduce the dead weight lifted. Flat ropes of steel or iron wire were and are still used to a great extent, but round ones are now generally preferred. In Belgium and the north of France flat ropes of See also:aloe fibre (See also:Manila See also:hemp or See also:plantain fibre) are in high repute, being considered prefer-able by many colliery managers to wire, in spite of their great weight. A rope of this class for a pit 1200 metres deep, tapered from 15.6 in. to 9 in. in breadth and from 2 in. to ig in. in thickness, weighed 14.3 tons, and another at Anzin, intended to lift a See also:gross load of 15 tons from 750 metres, is 222 in. broad and 3 in. thick at the drum end, and weighs 18 tons. Tapered round ropes, although mechanically preferable, are not advantageous in practice, as the See also:wear being greater at the cage end than on the drum it is necessary to cut off portions of the former at intervals. Ultimately also the ropes should be reversed in position, and this can only be done with a rope of See also:uniform section. The engines used for winding or hoisting in collieries are usually direct-acting with a pair of horizontal cylinders coupled directly to the drum shaft. Steam at high pressure exhausting into the atmosphere is still commonly used, but the great power required for raising heavy loads from deep pits at high speeds has brought the question of See also:fuel economy into prominence, and more economical types of the two-cylinder tandem See also:compound class with high initial steam pressure, superheating and condensing, have come in to some extent where the amount of work to be done is, sufficient to justify their high initial cost. One of the earliest examples was erected at Llanbradack in South Wales in 1894, and they have been somewhat extensively used in Westphalia and the north of France. In a later example at the Bargold pit of the See also:Powell Duffryn Steam Coal Company a mixed arrangement is adopted with horizontal high-pressure and vertical See also:low-pressure cylinders. This engine draws a net load of 52 tons of coal from a depth of 625 yds. in 45 seconds, the gross weight of the four trams, cage and chains, and rope, with the coal, being 20 tons 12 cwt. The work of the winding engine, being essentially of an intermittent character, can only be done with condensation when a central See also:condenser keeping a constant vacuum is used, and even with this the See also:rush of steam during winding may be a cause of disturbance. This difficulty may be overcome by using Rateau's arrangement of a low-pressure See also:turbine between the engine and the condenser. The See also:accumulator, which is similar in principle to the thermal storage system of Druitt Halpin, is a closed See also:vessel completely filled with water, which condenses the excess of steam during the winding period, and becoming superheated maintains the supply to the turbine when the main engine is standing. The power so developed is generally utilized in the production of electricity, for which there is an abundant use about large collieries. The drum, when round ropes are used, is a plain broad cylinder, with flanged rims, and cased with soft wood packing, upon which the rope is coiled; the breadth is made sufficient to take. the whole length of the rope at two laps. One drum is usually fixed to the shaft, while the other is loose, with a screw link or other means of coupling, in order to be able to adjust the two ropes to exactly the same length, so that one cage may be at the surface when the other is at the bottom, without having to pay out or take up any slack rope by the engine. For flat ropes the drum or bobbin consists of a solid disk, of the width of the rope fixed upon the shaft, with numerous parallel pairs of arms or horns, arranged radially on both sides, the space between being just sufficient to allow the rope to enter and coil regularly upon the preceding See also:lap. This method has the advantage of equalizing the work of the engine throughout the See also:journey, for when the load is greatest, with the full cage at the bottom and the whole length of rope out, the See also:duty required in the first revolution of the engine is measured by the length of the smallest circumference; while the assistance derived from gravitating action of the descending cage in the same period is equal to the weight of the falling mass through a height corresponding to the length of the largest lap, and so on, the speed being increased as the weight diminishes, and See also:vice versa. The same thing can be effected in a more perfect manner by the use of spiral or See also:scroll drums, in which the rope is made to coil in a spiral groove upon the surface of the drum, which is formed by the frusta of two obtuse cones placed with their smaller diameters outwards. This plan, though mechanically a very good one, has certain defects, especially in the possibility of danger resulting from the rope slipping sideways, if the.grooves in the bed are not perfectly true. The great size and weight of such drums are also disadvantages, as giving rather unmanageable dimensions in a very deep pit. In some cases, therefore, a combined form is adopted, the body of the drum being cylindrical, and a width equal to three or four laps conical on either side. Counterbalance chains for the winding engines are used in the collieries of the Midland districts of England. In this method a third drum is used to receive a heavy flat link chain, shorter than the main drawing-ropes, the end of which hangs down a special or See also:balance pit. At starting, when the full load is to be lifted, the balance chain uncoils, and continues to do so until the desired See also:equilibrium between the working loads is attained, when it is coiled up again in the reverse direction, to be again given out on the return trip. In Koepe's method the drum is replaced by a disk with a grooved rim for the rope, which passes from the top of one cage over the guide pulley, round the disk, and back over the second guide to the second cage, and a tail rope, passing round a pulley at the bottom of the shaft, connects the bottoms of the cages, so that the dead weight of cage, tubs and rope is completely counterbalanced at all positions of the cages, and the work of the engine is confined to the useful weight of coal raised. Motion is communicated to the rope by frictional contact with the drum, which is covered through about one-half of the circumference. This system has been used in See also:Nottinghamshire, and at Sneyd, in North Staffordshire. In Belgium it was tried in a pit 940 metres deep, where it has been replaced by flat hempen ropes, and is now restricted to shallower workings. In Westphalia it is applied in about thirty different pits to a maximum depth of 761 metres. A novelty in winding arrangements is the substitution of the electromotor for the steam engine, which has been effected in a few instances. In one of the best-known examples, the Zollern colliery in Westphalia, the Koepe system is used, the winding disk being driven by two motors of 12oo H.P. each on the same shaft. Motion is obtained from a continuous-current generator driven by an alternating motor with a very heavy See also:fly-wheel, a See also:combination known as the Ilgner transformer, which runs continuously with a constant draught on the generating station, the extremely variable demand of the winding engine during the See also:acceleration period being met by the See also:energy stored in the fly-wheel, which runs at a very high speed. This Winding engines. Surface which See also:lead the winding ropes from the See also:axis of the pit arrange- ments. to the drum. This is an upright frame, usually made in wrought iron or steel strutted by diagonal thrust beams against the engine-house wall or other solid abutments, the height to the See also:bearings of the guide pulleys being from 8o to See also:ioo ft. or more above the ground level. This great height is necessary to obtain head-room for the cages, the landing plat-forms being usually placed at some considerable height above the natural surface. The pulleys, which are made as large as possible up to 20 ft. in diameter to diminish the effect of bending strains in the rope by change in direction, have channelled cast iron rims with wrought iron arms, a form combining rigidity with strength, in order to keep down their weight. To prevent accidents from the breaking of the rope while the cage is travelling in the shaft, or from over-winding when in consequence of the engine not being stopped in time the cage may be drawn up to the head-gear pulleys (both of which are unhappily not uncommon), various forms of safety catches and disconnecting hooks have been adopted. The former contrivances consist essentially of levers or cams with toothed surfaces or gripping shoes mounted upon transverse axes attached to the sides of the cage, whose See also:function is to take hold of the guides and support the cage in the event of its becoming detached from the rope. The opposite axes are connected with springs which are kept in compression by tension of the rope in drawing but come into action when the pull is released, the side axes then biting into wooden guides or gripping those of steel bars or ropes. The use of these contrivances is more common in collieries on the continent of Europe, where in some countries they are obligatory, than in England, where they are not generally popular owing to their uncertainty in action and the constant See also:drag on the guides when the rope slacks.
For the prevention of accidents from over-winding, detaching hooks are used. These consist essentially of links formed of a pair of parallel plates joined by a central bolt forming a See also:scissors joint which is connected by chain links to the cage below and the winding-rope above. The outer sides of the link are shaped with projecting lugs above. When closed by the load the width is sufficient to allow it to enter a See also:funnel-shaped guide on a cross-bar of the frame some distance above the bank level, but on reaching the narrower portion of the guide at the top the plates are forced apart which releases the ropes and brings the lugs into contact with the top of the cross-bar which secures the cage from falling.
Three principal patterns, those of See also: When the cage has several decks, it is necessary to repeat this operation for each, unless there is a special See also:provision made for loading and discharging the tubs at different levels. An arrangement of this kind for shiftiifg the load from a large cage at one operation was introduced by See also:Fowler at Hucknall, in Leicestershire, where the trains are received into a framework with a number of platforms corresponding to those of the cage, carried on the head of a plunger movable by hydraulic pressure in a vertical cylinder. The empty tubs are carried by a corresponding arrangement on the opposite side. By this means the time of stoppage is reduced to a minimum, 8 seconds for a three-decked cage as against 28 seconds, as the operations of lowering the tubs to the level of the pit-top, discharging, and replacing them are performed during the time that the following load is being drawn up the pit. In the United Kingdom the drawing of coal is generally confined to the day shift of eight hours, with an output of from See also:loo to 150 tons per hour, according to the depth, capacity of coal tubs, and facilities for landing and changing tubs. With Fowler's hydraulic arrangement 2000 tons are raised 600 yds. in eight hours. In the deeper German pits, where great thicknesses of water-bearing strata have to be traversed, the first See also:establishment expenses are so great that in order to increase output the shaft is sometimes provided with a complete double equipment of cages and engines. In such cases the engines may be placed in line on opposite sides of the pit, or at right angles to each other. It is said that the output of single shafts has been raised by this method to 3500 and 4500 tons in the double shift of sixteen hours. It is particularly well suited to mines where See also:groups of seams at different depths are worked simultaneously. Some characteristic figures of the yield for British collieries in 1898 are given below: See also:Albion Colliery, South ? 551,000 tons in a See also:year for one Wales . j shaft and one engine. Silksworth Colliery, North. 1 535,000 tons in a year for shaft umberland . . . 58o yds. deep, two engines. See also:Bolsover Colliery, Derby . 598,798 tons in 279 days, shaft 365 yds. deep. Denaby Main Colliery, 629,947 tons in 281 days, maxi-Yorkshire . . . mum per day 2673 tons. At Cadeby Main colliery near See also:Doncaster in 1906, 3360 tons were drawn in fourteen hours from one pit 763 yds. deep. The tub when brought to the surface, after passing over a weigh-bridge where it is weighed and tallied by a weigher specially appointed for the purpose by the men and the owner jointly, is run into a " tippler," a cage turning about a horizontal axis which discharges the load in the first half of the rotation and brings the tub back to the original position in the second. It is then run back to the pit-bank to be loaded into the cage at the return journey. Coal as raised from the pit is now generally subjected to some final process of See also:classification and cleaning before being despatched to the consumer. The nature and extent of these operations vary with the character of the coal, which if hard and free from shale partings may be finished by simple screening into large and See also:nut sizes and smaller slack or See also:duff, with a final hand-picking to remove shale and dust from the larger sizes. But when there is much small duff, with intermixed shale, more elaborate sizing and washing plant becomes necessary. Where hand-picking is done, the larger-sized coal, separated by 3-in. bar screens, is spread out on a travelling band, which may be 300 ft. long and from 3 to 5 wide, and carried past a line of pickers stationed along one side, who take out and remove the waste as it passes by, leaving the clean coal on the See also:belt. The smaller duff is separated by vibrating or rotating screens into a great number of sizes, which are cleaned by washing in continuous current or pulsating jigging machines, where the lighter coal rises to the surface and is removed by a stream of water, while the heavier waste falls and is discharged at a lower level, or through a valve at the bottom of the machine. The larger or " nut " sizes, from a in. upwards, are washed on plain See also:sieve plates, but for finer-grained duff the sieve is covered with a bed of broken See also:felspar lumps about 3 in. arrangement works admirably as regards smoothness and safety in running, but the heavy first cost and complication stand in the way of its general adoption. Nevertheless about 60 electric winding engines were at work or under construction in May 1906. The surface arrangements of a modern deep colliery are of considerable extent and complexity, the central feature being the head gear or pit frame carrying the guide pulleys Striking and screening. thick, forming a kind of See also:filter, through which the See also:fine dirt passes to the bottom of the hutch. The cleaned coal is carried by a stream of water to a bucket elevator and delivered to the storage bunkers, or both water and coal may be lifted by a centrifugal pump into a large cylindrical tank, where the water drains away, leaving the coal sufficiently dry for use. Modern screening and washing plants, especially when the small coal forms a consider-able proportion of the output, are large and costly, requiring machinery of a capacity of loo to 150 tons per hour, which absorbs 350 to 400 H.P. In this, as in many other cases, electric motors supplied from a central station are now preferred to separate steam-engines. Anthracite coal in Pennsylvania is subjected to breaking between toothed rollers and an elaborate system of screening, before it is See also:fit for See also:sale. The largest or lump coal is that which remains upon a riddle having the bars 4 in. apart; the second, or steamboat coal, is above 3 in.; broken coal includes sizes above 24 or 24 in.; See also:egg coal, pieces above 24 in. sq.; large See also:stove coal, 14 in.; small stove, I to 11 or 11 in.; See also:chestnut coal, 4 to 4 in.; See also:pea coal, a in.; and See also:buckwheat coal, a in. The most valuable of these are the egg and stove sizes, which are See also:broker, to the proper dimensions for See also:household use, the larger lumps being unfit for burning in open fire-places. In South Wales a somewhat similar treatment is now adopted in the anthracite districts. With the increased activity of working characteristic of modern coal mining, the depth of the mines has rapidly increased, and at the present time the level of 4000 ft., formerly assumed as the possible limit for working, has been nearly attained. The following list gives the depths reached in the deepest collieries in Europe in 1900, from which it will be seen that the larger number, as well as the deepest, are in Belgium: Metres. Ft. See also:Saint Henriette, Co ides Produits, Flenu, Belgium . ii5o 3773 Viviers Gilly . 1 143 3750 Marcinelle, No. II, See also:Charleroi „ . 1075 3527 Marchienne, No. 2 . 1065 3494 Agrappe, See also:Mons . io6o 3478 See also:Pendleton dip workings . . Lancashire 1059 3474 Sacre Madame, Charleroi . Belgium 1055 3461 See also:Ashton Moss dip workings . Lancashire 1024 3360 Ronchamp, No. i i pit . France 1015 3330 Viernoy, Anderlues . . Belgium ioo6 3301 See also:Astley Pit, See also:Dukinfield, dip workings . See also:Cheshire 96o 3150 Saint See also:Andre, Poirier, Charleroi . Belgium 950 3117 The greatest depth attained in the Westphalian coal is at East See also:Recklinghausen, where there are two shafts 841 metres (2759 ft.) deep. The subject of the limiting depth of working has been very fully studied in Belgium by Professor See also:Simon Stassart of Mons (" Les Conditions d'exploitation a grande profondeur en Belgique," Bulletin de la Societe de l'Industrie minerale, 3 ser., vol. xiv.), who finds that no special difficulty has been met with in workings above Imo metres deep from increased temperature or atmospheric pressure. The extreme temperatures in the working faces at 1150 metres were 790 and 86° F., and the maximum in the end of a drift, loo°; and these were quite bearable on account of the energetic ventilation maintained, and the dryness of the air. The yield per man on the working faces was 4.5 tons, and for the whole of the working force underground, o•846 tons, which is not less than that realized in shallower mines. From the experience of such workings it is considered that 1500 metres would be a possible workable depth, the rock temperature being 132°, and those of the intake and return galleries, 92° and ro8° respectively. Under such conditions work would be practically impossible except with very energetic ventilation and dry air. It would be scarcely possible to circulate more than 120,000 to 130,000 cub. ft. per minute under such conditions, and the number of working places would thus be restricted, and consequently the output reduced to about 500 tons per shift of io hours, which could be raised by a single engine at the surface without requiring any very different appliances from those in current use.
In the United Kingdom the ownership of coal, like that ofother minerals, is in the proprietor of the soil, and passes with it, except when specially reserved in the sale. Coal lying under the sea below low-water See also:mark belongs to the owner+ crown, and can only be worked upon See also:payment of coat of royalties, even when it is approached from shafts sunk
upon See also:land in private ownership. In the Forest of Dean, which is the property of the crown as a royal forest,there are certain curious rights held by a portion of the inhabitants known as the Free Miners of the Forest, who are entitled to mine for coal and iron ore, under leases, known as See also:gales, granted by the principal agent or gaveller representing the crown, in tracts not otherwise occupied. This is the only instance in Great Britain of the custom of free coal-mining under a See also:government See also: • 135 Total . 1129 The principal See also:sources of danger to the collier, as distinguished from other miners, are explosions of fire-damp and falls of roof in getting coal; these together make up about 70% of the whole number of deaths. It will be seen that the former class of accidents, though often attended with great loss of life at one time, are less fatal than the latter. AUTxoRLTIES.-The most important new publication on British coal is that of the royal commission on coal supplies appointed in 1901, whose final report was issued in 1905. A convenient See also:digest of the evidence classified according to subjects was published by the Colliery See also:Guardian newspaper in three See also:quarto volumes in 1905-1907, and the leading points bearing on the extension and resources of the different districts were incorporated in the fifth edition (1905) of Professor See also:Edward See also:Hull's Coal Fields of Great Britain. The Report of the earlier royal commission (1870), however, still remains of great value, and must not be considered to have had its conclusions entirely superseded. In connexion with the re-survey in greater detail of the coalfields by the Geological Survey a series of descriptive See also:memoirs were undertaken, those on the North Staffordshire and See also:Leicester-shire fields, and nine parts dealing with that of South Wales, having appeared by the beginning of 1908. An independent work on the coal resources of Scotland under the See also:title of the Coalfields of Scotland, by R. W. See also:Dixon, was published' in 1902. The Rhenish-Westphalian coalfield was fully described in all details, geological, technical and economic, in a work called See also:Die Entwickelung See also:des niederrheinisch-weslfdlischen Steinkohlen Bergbaues in der zweiten Hdlfte des I9"" Jahrhunderts (also known by the short title of Sammelwerk) in twelve quarto volumes, issued under the auspices of the Westphalian Coal Trade See also:Syndicate(See also:Berlin,19o2-19o5). The coalfields of the Austrian dominions (exclusive of Hungary) are described in Die Mineralkoklen Osterreichs, published at See also:Vienna by the Central See also:Union of Austrian mineowners. It continues the table of former See also:official publications in 1870 and 1878, but in much more detail than its predecessors.
Systematic detailed descriptions of the See also:French coalfields appear from time to time under the title of Etudes sur les gites mineraux de la France £rorn the See also:ministry of public works in See also:Paris.
Much important See also:information on American coals will be found in the three volumes of Reports on the Coal Testing Plant at the St See also: Additional information and CommentsThere are no comments yet for this article.
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