1182 THE COLLIERY GUARDIAN. December A, 1914. Leaving the causes of deterioration due to direct attack, and turning to secondary causes, it is obvious, and, moreover, well known, that the susceptibility of alkaline attack must have a great influence under con- tinuous current fault conditions which can produce electrolytic action, because in most soil conditions it is possible not only to form alkaline substances at parts which constitute the virtual negative electrode of the leakage circuit, but to force such substances by osmotic pressure through the dielectric to the negative conductor. Under these circumstances both the direct action on the vulcanised bitumen of concentrated alkaline substances and the aggravated conditions due to the passage of current (producing continuous supplies of deleterious matter and forcing them to the best position for attack) come into play. Details are given of experiments to test the source of current producing saponification effects on negative cables. From the results of these experiments it would appear that a dielectric must first be rendered conduct- ing, for example, by osmotic influences, incipient flaws, damages, or general weakness, before it will allow suffi- cient current to pass through it to form electrolytic pro- ducts in its vicinity. The author arrived at the conclusion several years ago that there existed a distinct type of deterioration different from the saponification effect. The evidence came first in a very curious form. A fault had occurred on a length of 37/13’s high-tension three-core solid bitumen armoured cable working at 2,000 volts three- phase installed in a pit shaft. ' The shaft was full of steam, and the temperature varied between 75 degs. and 100 degs. Fahr. No burn-out had occurred, but on one phase a leakage to earth of about 20 amperes had been noted. The resistance of the fault was too high for it to be located by a loop test, and in attempting to locate it under working conditions by tracing the fall of poten- tial in the armour, a heated area a few feet in length was discovered. At this part a length of about 20 yds. was cut out for investigation. When cold the resistance of the fault was over 20 megohms, and there was no trace of mechanical damage to the cable, or of an arc having been at any time set up between the faulty core and the armour. Dissection of the interior part of the cable revealed an extraordinary condition of affairs, in that each of the conductors was found to have been dis- placed in an outward direction, one of them to a greater extent than the other two. The normal ten- dency of the conductors in a three-core cable is, of course, to crush together, and some extraordinary con- ditions must have arisen in the shaft to bring about this peculiar distortion. This conclusion was confirmed shortly after by the total collapse of the shaft, which was a very old one. It was found that the softening followed the faulty conductor closely, and also that it tailed off as the normal position of the conductors was reverted to. The coincidence of the softening with the faulty core is important. The factors which evidently produced the deteriora- tion in this case were heat, current, and possibly moisture, in conjunction, of course, with an unknown time element. Prolonged heating by ordinary means would not by itself permanently soften the vulcanised bitumen to the consistency found in the softer parts. Although the heat had been produced by the current in this case, it was fairly evident from the coincidence above referred to that the current had some effect other than I2R heating.* Chemical examination showed that there was an absence of the usual formation of free alkali in the fibrous wrappings of the cable, and the softened bitumen showed no trace of saponification. This was not sur- prising, because from the method of installation the moisture contained in the tapes and jute bedding was not likely to contain such substances in solution as would usually be found in the vicinity of a cable laid in the ground or drawn into ducts. These instances, there- fore, afford a confirmation that softening effects on bitumen cables could be produced which were appar- ently physically similar but chemically different, and brought about by means different from the commonly known saponification effects. It may be added that analysis did not reveal that anything of the character of de-vulcanisation had occurred. Considerable addition to the knowledge of facts was made as the result of some investigations which the author had the opportunity of making some time later during a trip to the East. The first interesting feature was that the softening was in no case found to affect a whole length of cable. In some cases only a matter of inches in length of deteriorated bitumen separated parts which were -normal; in other cases yard after yard w7as found to be affected, often more on one side of a cable than on the other. This clearly showed that variations in material could have no relation to the trouble. Another interesting feature was that the local softening occurred indiscriminately on positive, negative, and neutral cables. In some cases badly deteriorated cables were found adjacent to normal ones in the same trough or feeder pillar, apparently subjected to the same con- ditions and influences, showing that climatic influences per se could not be responsible for the trouble. Soils, waters, temperatures, insects, equipotential points and zones on networks, geographical relationships to generating or distributing centres, and other conceiv- able factors were examined, with the object of deducing some positive or negative conclusions. Eventually it was found :— (1) That leakage current played a prominent part in * Since the date of this investigation (1911) two instances of similar softening effects at or near faults have come to the author’s notice on unarmoured single-core cables fixed in grooved wooden casing, and used on high-tension three- phase circuits. In these cases I2R heating could not have been an appreciable factor on account of the high resistance of the faults. bringing about softening of the vulcanised bitumen, and that such currents even of a very minute order would produce a type of softening other than that caused by saponification in the well-known manner; (2) That moisture must have been a factor in the case, although it was not proved that it had any other function than that of rendering fibrous covering and other paths conductive. The relation of the distribu- tion of stains in tape coverings to that of softening of the vulcanised bitumen is confirmatory evidence of its presence; (3) It appeared likely that, in the presence of the two preceding factors, this particular form of softening occurred more readily in tropical than in temperate climates, and that temperature was therefore also a factor; (4) Time is obviously important in all changes of the kind under consideration. The results therefore confirmed the tentative conclusions drawn. The results of a number of preliminary experiments showed that the softening could be produced by the combined action of heat and moisture. Also that the time element, which even under faulty electrical con- ditions might be years, could be’reduced to weeks or even hours by varying the temperature. In the light of experimental reproduction of the softening effects by the combined agency of heat and moisture (steam), hydrolysis of the glycerides of the fatty and hydroxy acids contained in the vulcanised bitumen was clearly indicated. The results of analysis of the softened material, and a comparison thereof with the results obtained with the original vulcanised bitumen, confirmed this indication. The process of softening, however, was found to be accompanied by an increase in the amount of free acid, roughly in proportion to the degree of softening, the amount of acid being approximately doubled in the case of moderately softened material, and trebled in cases of considerable softening. After much experimental work it was found that high- grade vulcanised rubber could be treated in such a manner that it would fulfil the requirements as regards incorporation with vulcanised bitumen, and would, in addition, exert a surprising degree of protection against hydrolytic and selective action, even when used in Fig. 1.—Sectional Elevation of Gas Detector (half size). small proportions. In fact, there was apparently some kind of mutual protective action, because the resistance* to softening under the steam pressure conditions pre- viously described was greater in the combined substance than in either of its components. Remembering that the softening action only occurs under faulty conditions, and requires five or six years to develop to a troublesome stage, the protection afforded by 5 to 10 per cent, of the rubber substance would appear to be ample under the worst conditions of practice. The depressed state of the iron trade was discussed by Mr. C. E. Rhodes on Friday, the 27th ult., at the meeting of the shareholders of the Midland Iron Company, at Rotherham. The iron trade, he said, had been unsatis- factory throughout the year. Not only had prices shown a continuous decrease—the total drop being Ils. 6d. as compared with the year before—but in addition the output was down 20 per cent, as against 1913, and 33 per cent* three years ago. Notwithstanding these facts the costs were practically the same as for the previous year, although they had had to contend with an increase of Is. per ton in the price of coal, owing to the local stoppage and the necessity for going outside for fuel. Further, the standing ' charges were up considerably, due to State insurance, which had involved an additional expenditure of something like <£325. This, with the compensation fund, which last year stood at <£620, meant that altogether, as compared with five years ago, they were now paying an increase of close on <£800 a year. The iron trade was in a very depressed state at the present time, and orders were very difficult to obtain. They had a scheme for the electrification of the works in hand, but owing to the war coming forward they did not see their way to proceed with it. A FIREDAMP INDICATOR.* By H. R. Webster. The writer presents a description of a gas detector which has engaged his attention for a considerable time. In the first place, he wishes to acknowledge his indebted- ness to Mr. Walter Hargreaves, the president of the institute, for assistance and for the benefit of that gentleman’s experience in furthering the writer’s efforts to produce a practical instrument. Any gas detector to be of service must be sufficiently sensitive to indicate percentages very much below the explosive limit of about 5 per cent., as 3 per cent, of gas or less might under certain conditions be dangerous. The writer has endeavoured in his experimental work to produce an instrument sensitive down to 0-25 per cent., with a maximum reading of 6 per cent. The principle of this instrument is based on that of the diffusion of gases, sometimes termed “ osmosis.” There is nothing new in applying that law; it has already been tried many- times by inventors, but without success. The writer’s first visit to a pit with an instrument of this kind, which worked admirably in the laboratory, convinced him how useless was such a device underground, unless the peculiar effects of the pit air on the instrument could be totally eliminated. Such unforeseen difficulties as variations in temperature and pressure, humidity of the air, etc., all influenced the instrument, but worst of all were the excessive draughts met with underground at velocities of 1,400 to 1,500 ft. per minute. The instrument (figs. 1 and 2) consists of a porous pot mounted on a flange. The interior of the pot is closed at the bottom by a sensitive flexible diaphragm, whilst at the top it is closed by a cover, on which is mounted an automatic valve communicating with the interior of the pot. The flange is supported on columns enclosing a glass cylinder and the graduated instrument, which latter is operated by the diaphragm. A porous non- conducting and drying material is placed around the pot, which material, in turn, is completely enclosed by a protective gauze or gauzes. If two gauzes are used, the space between them may be filled up with an absor- bent for carbon dioxide. The whole of the upper portion is then covered by an airtight cover, which as it is screwed on the flange operates the valve, and, as will be seen later, brings the instrument to zero. The action of the instrument is as follows :—The instrument, con- taining pure air, is taken to the place where gas is sus- pected, the cover is taken off, and the maximum reading noted. This occurs because the light methane diffuses more quickly than the air comes out, and consequently a pressure is set up which deflects the diaphragm. The valve is then pressed, and the cover put on, whilst the whole instrument is kept stationary. This ensures that the gas in the pot is of the same composition as the gas in the air. Supposing that the reading was 2 per cent., then the Fig. 2.—Plan of Gas Detector (half size). mixture in the instrument is a 2 per cent, mixture, although the hand of the indicator is standing at zero. If the instrument is now taken into a 3 per cent, mix- ture, that is, 1 per cent, stronger than that in the pot, when the cover is removed the indicating hand will move to 1 per cent., showing that the gas present is (2 + 1 = ) 3 per cent. By this method it is not abso- lutely necessary to clean the instrument out thoroughly with pure air after each test. It is, however, recom- mended that whenever possible the instrument should be filled with pure air, or air of known composition. The protective layer of non-conducting material has a remarkable effect, for it prevents any sudden fluctua- tion in temperature from affecting the reading of the instrument. With the cover on, the instrument can be taken from a temperature of 30 degs. to one of 130 degs. Fahr, without the slightest influence on the hand. The gauze or gauzes assist in the breaking up of any draught, which becomes entirely destroyed by the porous non- conducting material. The latter also prevents any foreign matter, such as coal, stone dust, etc., from reaching the pores of the pot. The valve automatically releases any pressure in the pot, and keeps the diaphragm in a neutral position. There is one point on which, so far, no stress has been laid. Doubtless, it may be asked what effect other gases found in the atmosphere of pits would have on the readings of this instrument. The only one of import- ance, namely, carbon dioxide (carbonic acid gas), might, of course, be absorbed, and the instrument would be quite unaffected by its presence. Its greater density would be a set-off to the lesser density of the methane, and to that extent the explosive properties of the latter would be proportionately diminished. The instrument when used at the surface in the return air for the esti- mation of small percentages of gas, could with advantage * From a paper read before the Midland Institute of Mining. Civil and Mechanical Engineers.