June 13, 1913. THE COLLIERY GUARDIAN. 1291 950-yard run of two 0*40 square inch (19/0'164 in.) double-braided aluminium conductors to carry 150 kw.; (b) a 2,100-yard run of two 140 square inch (37/0'222 in.) bare aluminium conductors to carry 500 kw. Forty-yard spans were allowed for aluminium and 50-yard spans for the equivalent copper cable. Line (a) erected complete, including all poles, was 25 percent, cheaper in aluminium than in copper. Line (b) erected complete, including all poles, was 27J per cent, cheaper in aluminium than in copper. If insulated aluminium underground cable had been used for line (6), the capital cost involved would have been nearly double what it was. In 1912 a 6.600-volt three-phase line was built for the Ebbw Vale Steel, Iron and Coal Company Limited, for whom Messrs. Walter Dixon and Co., of Glasgow, act as consulting engineers. The 5,850-yard run of line using 7/0T96 in. bare aluminium wires, and capable of carrying 1,100 kw. without any overloading, showed a saving in favour of aluminium of 20 per cent. Jointing of Conductors. On Insulated Cables.—The author would offer this warning on the jointing of insulated aluminium cables. So far as his experience goes, there is not a single solder which is permanently satisfactory, and he cannot recom- mend either cast aluminium joints or autogenous welding, owing to the effect of the heat on the insulation. But he can confidently recommend mechanical joints of the types illustrated in figs. 1 and 2. These joints have been in use for some years on the Manchester Corpora- tion cables, which are 1'66 square inches in section. OUTERCORE INNER CORE Fig. 5.—Special Joint for 1'4 square inch Aluminium Conductor for Use under Stress. The author is now able to give additional information concerning them. Figs. 1 and 2 show the “ straight- through ” joint used on the above cable, and figs. 3 and 4 show how the cable was connected to a copper cable. On Overhead Lines.—Usually, in this country joints on copper and aluminium conductors on overhead lines are made at an insulator, so as not to be under stress. Copper joints can be easily made in various ways. Probably the best method on overhead lines, or on insulated cables carrying any considerable current, is by means of flexible copper braid bound and soldered to the joint. This system has been patented by Mr. Chas. Vernier, for use on both overhead and under- ground conductors. There are various ways of jointing aluminium conductors on overhead lines. A specially-designed joint for use under stress was employed on Messrs. Newton, Chambers and Co.’s 1'4 square inch line. It is clearly shown in fig. 5, and has been quite successful. To prevent electrolytic action, the steel holding - bolts were stoved and enamelled. Suspension of Lead-covered Cable on Overhead Lines. Frequently on overhead lines it is necessary to employ lead-sheathed paper-insulated pilot and telephone cables. Sometimes also in colliery and other yards it is necessary to carry insulated cables overhead, and to support them by hangers attached to a steel suspending cable. With these, in the past, there has been much trouble, owing to cracking of the lead sheath. The causes of this have been the subject of much investigation, and even now are not entirely understood. It is, however, satisfactory to know that the troubles have been eliminated by the use of the method of suspension covered by Mr. C. E. Elder’s patent,* and by the addition of 3 per cent, of tin to the lead sheath. Briefly, the system consists of very short chrome-leather supporting hangers, placed 12 in. apart, and fastened to a stranded steel suspending cable in such a way that they have no longitudinal movement. At every tenth hanger a sherardised flat- steel spring is sprung on the hanger for clamping it to the cable and so preventing any longitudinal movement of the cable relative to the hanger. In special cases— for example, on a steel gradient—every hanger may be clamped to the cable. Examination of Arguments against Aluminium Conductors. Two frequent arguments against the use of aluminium are (a) that aluminium has an uncertain scrap value; and (6) that there are considerable difficulties in jointing the metal satisfactorily. This latter point has already been fully dealt with. In regard to (a), at one time there was a difficulty in selling scrap aluminium, but now there is none. Clean, commercially pure aluminium scrap, as obtained from cables or from overhead lines, can readily be sold at about £22 per ton below the market price of aluminium-wire bars, whereas the price of clean electrolytic copper scrap is about £6 per ton below the price of wire bars. The writer is aware of three cases in which aluminium conductors were erected in the United Kingdom during the past 10 years, with unsatisfactory results, and has been at some pains to investigate them. He is of opinion that these failures were solely due to (a) inferior metal and insufficient knowledge of working it at the time. These causes no longer exist, (ft) Inexperience in erection. There is now, however, sufficient experience to draw upon, so that there need be no fear of difficulties from this cause. * British patent, 1912, No. 4975. Summary. (1) Up to the present, aluminium has not made any serious impression on the use of copper for electrical work in the United Kingdom, but it is coming increasingly into favour. (2) The initial difficulties in regard to the purity of aluminium, methods of working it, &c., have been over- come, and it can be safely used as a conductor on an equal footing with copper. (3) For mining work in the United Kingdom, at the present prices of copper and aluminium, insulated cables with copper conductors, and for all pressures, are the cheaper, while, for overhead lines, aluminium conductors are the cheaper. (4) Paper-insulated lead-sheathed cables are cheaper than bitumen-insulated cables, whether the conductors be of copper or of aluminium. (5) Both copper and aluminium conductors can be efficiently jointed by well-proved methc ds. Shipments of Bunker Coals.—During May, the quantity of coal, &c., shipped for the use of steamers engaged in the foreign trade was 1,618,844 tons, as compared with 1,671,312 tons in May 1912 and 1,715,181 tons in May 1911. The aggregate quantity soshipped in the first five •complete months of the present year was 8,366,021 tons, as against 6,564,682 tons and 7,884,191 tons in the corresponding periods of 1912 and 1911 respectively. North of England Institute of Mining and Mechanical Engineers.—A general meeting of the members of the Institute of Mining and Mechanical Engineers will be held in the Wood Memorial Hall, Newcastle-upon-Tyne, at two o’clock to-morrow (Saturday). The following paper will be open for discussion: “ The Lighting Efficiency of Safety Lamps/’ by Mr. T. A. Saint. The following apparatus will be exhibited and described : Nos. 3 and 4 Gray-Sussmann electric safety lamps ; the Wolf alkaline electric safety lamp ; the Ochwadt self-registering water gauge. Royal School of Mines.—About 100 gathered together at the Monico Restaurant on Monday evening on the occasion of the fortieth annual dinner of the old students of the Royal School of Mines. Mr. Frank Merrioks, A.R S.M. was in the chair.—“ The Royal School of Mines ” toast was proposed by Mr. W. H. Trewartha James. Royal School of Mines men, Mr. James remarked, were to be found who had reached the top of their profession and were of world-wide reputation; some of the standard text books used in the mining profession were written by associates of this school, and it was interesting to note that during the past few years no less than 27 important papers had been accepted and discussed by the Institution of Mining and Metallurgy, all of them contributed by associates of the Royal School of Mines. In concluding, Mr. James remarked that the Government should not grudge the expenditure it was making on technical education. He asserted that no expen- diture was repaid so liberally as that the Government had made in connection with the mining and metallurgical industry, having regard to the large amount the country was making out of that industry.—Mr. Frank Merricks, in responding to the toast, said he often thought they were apt to forget what they owed to La Beche, Smyth and Percy, who were responsible for the foundation of the Royal School of Mines. If they could see the enormous increase in the mineral production of England and the Empire that has taken place since their time they would be astounded. Last year the value of the metals and minerals, including coal and precious stones, produced in the British Empire amounted to roughly <£250,000,000. Was not an Empire with a yearly mineral production of that value worthy of a Royal School of Mines in the metropolis of its Mother Country apart from, and independent of, any university ? For some reason or other, Mr. Merricks went on to observe, the advisers to the Government—mostly the members of the various Royal Commissions—had appa- rently tried to belittle and smother the Royal School of Mines. He contended, however, that an efficient School of Mines was as important to England and the Empire, with its enormous mining industries, as a University devoted to Fig. 13. some seams sufficient packing material may, without blasting, be obtained from falls in the goaf. An example of successful application is D (fig. 1). In this case “ blind drifts ” are ripped for packing materials at intervals of about 30 yards, and the method is effective in controlling the roof. The cost of ripping and of building the packs is approximately the same as the former cost of wood pillaring. The example H (fig. 2) (also see fig. 13) is another illustration of successful application of the method. A band of stone in a seam worked with gate-roads may be, for lack of stowage space, an expensive ; ton. Where ripping of the roof is not feasible and packing material from other sources is not available, the lack of a band of stone in the seam, or immediately ’ above or below it, may be a positive bar to the use of a conveyor. The existence in a seam of a strong stone i band from which the coal parts well may only slightly affect the fillers. With traveller conveyors the fillers begin at the inner end of the face, working towards the loading road, and the stone packers may commence work an hour or two after the fillers, and proceed simultaneously but in arrear of them. Soft and brittle roofs, which bend down from the coal-head, or are so brittle that they break up at the face, give much trouble with conveyors, especially in thin seams where the sagging roof may not leave sufficient working height or the debris from falls may not find stowage room in the goaf. Many conveyors are, pure science. Referring to the recent publication of the nuisance, and may detract from the value of the seam, Final Report of the Royal Commissioners appointed four * but with conveyors it becomes an asset worth pence per years ago to enquire into the University education of London, Mr. Merricks said that there could be no doubt as to what the future fate of the Royal School of Mines would be if this report should receive his Majesty’s gracious con- sideration. Personally, he could not believe there was much chance of the report being adopted, but should such a mis- fortune occur, it would be the duty of all old students who have any love for their school and for the noble profession to which they belong to combine and agitate against such a calamity. For England to be deprived of a Royal School of Mines would be an everlasting disgrace and a national disaster.—Mr. T. A. Rickard, the honorary secretary, said he felt it an honour to take the position which had been filled by the late Mr. Arthur Claudet, who was a man who had at heart the welfare of the Royal School of Mines. Mr. Rickard contended that it was time the old students of the Royal School of Mines did something more than dine. They had dined for 40 years, and it was up to them to do something serious. As a beginning, he suggested they might carry on # Krom a paper read before the South Wales Institute the work Mr. Claudet had commenced. | of Engineers and published in the Proceedings. UNDERGROUND CONVEYING.* By Sam Mayor, M.I.E.E. (Continued from page 1222). Roof. Conveyors have, in respect of roof control, introduced new problems which require careful study. These problems arise from the necessity for maintaining a perfectly straight line of face with uninterrupted commuication through its length, coupled with the necessity, where coal-cutters are used, for supporting a greater width of exposed roof between the face and the waste. The character of the roof may preclude the joint use of coal-cutters and conveyors, and the alterna- tive may be presented of selecting one or other; the choice will, of course, be determined by the cost of getting the coal by hand. Punctual and periodic forward movement is desirable not only in respect of the output of coal produced, but is vital to the securing of good roof conditions. The expectations in respect of saving ripping costs by the use of conveyors have been over-sanguine. In the absence of packing material ripped from gate-roads and of dirt from the seam, it is clear that the support, where support other than timbering is necessary, of about 100 yards even of a good roof, between the pack- walls which line the loading road and the return airway at the extremities of the face, requires special treatment. That the treatment has not always been adequate to the occasion, has often been due to anxiety to realise in full measure the estimated saving in ripping. Further, the provision and maintenance of intermediate escape roads for the men is a contingency to be reckoned with in some seams. In order to avoid expensive timbering, it may be sound economy to incur expense in ripping the roof, to provide material for pack-walls or square stone pillars in the waste at suitable intervals. Difficulties and dangers have been overcome and salvation of conveyor faces has been effected by this method. Estimates of saving in ripping should therefore be conservative, and where packing material is not available the introduction of conveyors, especially under strong roofs, should be based chiefly upon economies in filling, in tramming, and in getting a larger and cleaner output rapidly cleared. It is to be noted, however, that in