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								The Engineer. 24th April, 1903 
								The Surface Contact Tramways at Wolverhampton 
								Many of our readers will be 
								doubtless aware that the Lorain surface contact 
								tramway system has been in operation at 
								Wolverhampton for some time now. In fact, the 
								first experimental mile of line was completed in 
								January, 1902. There are now, and have been 
								since last September, just over 11 miles 
								equipped on this system, and the borough 
								electrical tramways engineer Mr. C. E. C. 
								Shawfield, A.M.I.E.E., M.I. Mech. E., and the 
								borough engineer, Mr. George Green, A.M. Inst. 
								C.E., have just issued a joint report on the way 
								the equipment has behaved. As this report 
								contains some useful information, it will be of 
								interest to give a summary of its leading 
								features. It appears that between 40,000 and 
								50,000 car miles are being run each month. There 
								are some twenty to twenty two cars at work, and 
								each car, therefore, does, on an average, 
								between 60 and 75 miles per day. Daily records 
								have been kept of everything connected with 
								running, repairs, breakdowns, etc. 
								The portion of the report 
								made by the borough electrical and tramways 
								engineer is divided into five headings, as 
								follows: 1. Safety to human beings and animals; 
								2. Reliability; 3. Consumption of electrical 
								energy per car mile; 4. Cost of working; and 5. 
								Cost of maintenance. As regards the first of 
								these, the possible sources of danger are given 
								as :- (a) Obstruction to traffic due to the 
								projection of the metal contact plates above the 
								street surface; (b) Risk of electric shock to 
								human beings or animals from defective boxes. It 
								appears that no accident due to slipping or 
								stumbling on the contact plates has been 
								reported.  
								As to the question of 
								liability to shock, we find the following 
								paragraph:- "I do not think it feasible to 
								devise or construct a surface contact system in 
								which there is absolutely no possibility of a 
								stud being 'alive,' except when a car is over 
								it, and it is a matter of common knowledge that 
								cases have occurred in Wolverhampton where boxes 
								have been found 'alive,' and instances are on 
								record of persons and animals having received 
								shocks therefrom. Mr. Shawfield does not appear 
								to be aware of the line in Paris, described in 
								The Engineer some short time ago, where for more 
								than a year there has not been one single case 
								where a stud has remained alive, or accident 
								happened.  
								It appears that it is by no 
								means an unusual thing for boxes to be found 
								"alive" in Wolverhampton. Indeed, they have men 
								continuously at work testing them with the 
								object of finding which are alive and which are 
								not. It seems that the great majority of live 
								studs are found at particular points in what 
								are, perhaps, the busiest portions of the town, 
								and generally at points and crossings. These 
								places have now become very fairly well known, 
								and it is very rarely that a case occurs of a 
								box being 'alive' at a dangerous voltage other 
								than at certain known places. At these danger 
								points a more careful watch is kept than upon 
								the rest of the line, and the report states that 
								in nearly every case a "live" box is discovered 
								almost as soon as it occurs.  
								To better understand the 
								explanation given of the way the studs become 
								"alive" reference should be had to the 
								accompanying illustration, which shows the 
								Lorain track equipment by means of two sections 
								taken at right angles to one another. The 
								various parts are lettered, and may be 
								recognised by consulting the index on the 
								diagram. 
								
								  
								Car Equipment 
								
									
										
											|   | 
											Description | 
											  | 
											  | 
											Description | 
										 
										
											| TT | 
											Magnet skates | 
											  | 
											U' | 
											Screws | 
										 
										
											| T1 | 
											Coils | 
											  | 
											V | 
											Rubber tube | 
										 
										
											| T2 | 
											Yoke | 
											  | 
											W | 
											Wood support | 
										 
										
											| U | 
											
											Collecting skate | 
											  | 
											W' | 
											Bolts | 
										 
									 
								 
								 
								  
								Track Equipment 
								
									
										
											|   | 
											Description | 
											  | 
											  | 
											Description | 
										 
										
											| A  | 
											Trough containing 
											cables | 
											  | 
											L1L2 | 
											Top terminal | 
										 
										
											| BB' | 
											Cables | 
											  | 
											M | 
											Spring clip | 
										 
										
											| C | 
											'Y' casting | 
											  | 
											N | 
											Copper ribbon | 
										 
										
											| D | 
											Bell casting | 
											  | 
											O | 
											Bottom carbon | 
										 
										
											| E | 
											Reconstructed 
											granite block | 
											  | 
											O' | 
											Top carbon | 
										 
										
											| F | 
											Concrete | 
											  | 
											P | 
											Iron armature | 
										 
										
											| G | 
											Cable terminal 
											insulator | 
											  | 
											Q | 
											Non magnetic steel centre | 
										 
										
											| H | 
											Brass cable terminal | 
											  | 
											Q' | 
											Cast iron side pieces | 
										 
										
											| I | 
											Brass cable terminal 
											tongue | 
											  | 
											R | 
											Holding down bolt | 
										 
										
											| J | 
											Earth | 
											  | 
											S | 
											Gasket ring | 
										 
										
											| KK' | 
											Hollow armature cup | 
											  | 
											Y'   | 
											Level of bitumen | 
										 
										
											| L | 
											Bottom terminal | 
											  | 
											  | 
											  | 
										 
									 
								 
								The method of working will 
								be understood and need not be explained. The 
								report states that in the case of the first 
								studs which went wrong, the cause could always 
								be traced to defective installing, due to haste, 
								the object being to get a part of the system at 
								work by time of the recent exhibition. When 
								these were weeded out, the troubles were 
								practically all confined to one cause, the 
								damage done to the cup, shown in the 
								illustration at K and K1 "by heavy 
								short circuits, which are largely caused by 
								scrap iron on the track."  
								These short circuits, with 
								very few exceptions, appear to occur only at 
								points and crossings. The effect of a number of 
								short circuits on a box is to cause the interior 
								of the top half of the cup to become burnt and 
								charred, with the result that it loses its 
								insulating properties, and allows a leakage to 
								take place from the lower carbon to the top 
								plate. The report continues:- "If it were 
								possible to prevent the occurrence of these 
								short circuits, or to minimise their effects, 
								the number of boxes which would be found 'alive' 
								at a dangerous voltage would probably be 
								extremely small." The italics are ours. It 
								appears, though no explanation is given, that 
								some of the faulty studs have been found to have 
								a much greater difference of potential to earth 
								than have others.  
								A classified list of 
								defective boxes is given. This shows that from 
								May, 1902, to February, 1903, inclusive, 400 
								damaged boxes were reported. Of these 182 are 
								given as having a difference of potential to 
								earth of from 10 volts to 49 volts; while in 218 
								cases the voltage between the two was from 50 to 
								500. In another place we find "box found alive 
								at 120 volts;" "box found alive at 510 volts;" 
								"box found alive at 480 volts;" and so on. The 
								above mentioned number of 400 spread over the 
								period indicated, which works out to 304 days, 
								means a failure of 1⅓ boxes per day in just over 
								eleven miles of track. This seems a high 
								average; but, apparently, only seven accidents 
								in all have been reported, all of these 
								occurring during May, 1902, and before the line 
								was really properly at work.  
								The report is careful to 
								state that this does not prove that no shocks 
								have been received, but it argues that since 
								they have not been reported, such shocks, if 
								received, cannot have been of a very serious 
								nature. Mr. Shawfield considers that there is 
								less danger to human beings with a surface 
								contact system than with overhead wires. He has 
								witnessed cases of pedestrians stepping on boxes 
								"alive" at 500 volts without apparently 
								receiving any shock whatever, and, he adds, "in 
								any case I think that the risk of serious injury 
								to any person stepping on a 'live' box is so 
								small as to be practically nil". Even to horses 
								he does not think that stepping on a live stud 
								will result in permanent injury unless the shock 
								is sufficiently severe to cause a fall. On the 
								other hand, it is pointed out that cases have 
								occurred from falling trolley or telephone wires 
								which have produced fatal results. In fact, to 
								sum up his conclusions, he considers that the 
								Lorain system offers distinctly less risk of 
								serious injury to the users of the streets than 
								would an overhead system. 
								Discussing reliability, the 
								report states that out of a total of 376,600 car 
								miles, 1,483 car miles were lost from all causes 
								from May, 1902, to February, 1903. Of these, 595 
								were due to the Lorain car equipment, and 85 to 
								the Lorain track equipment, or 87½ percent and 
								12½ percent respectively. During the seven 
								months August to February inclusive, the 
								percentage of car miles lost due to defects in 
								the Lorain system was 0.13 or 1⅓, out of every 
								thousand miles run. The opinion is arrived at, 
								therefore, that on the score of reliability 
								there is very little to choose between the 
								Lorain and the overhead systems. 
								The consumption of 
								electrical energy per car mile comes out about 
								0.25 units per car mile more than with the 
								overhead system, the total power used per car 
								mile being 1.4 units. This makes the Lorain 
								system some 22 percent, or, with electricity at 
								1.65d. per unit, 0.41d. per car mile dearer than 
								the overhead system. The cost of operation is 
								taken as being practically the same for the two 
								systems. As regards the cost of maintenance, 
								this is discussed under various headings. The 
								cables will, it is estimated, cost a very small 
								annual sum for maintenance. The cable terminals 
								and the cable terminal insulators, marked H and 
								G on the plan, will not, it is thought, cost 
								much to keep in working order either. The 
								armature cups, it is calculated, will cost 0.2d. 
								per car mile to keep in repair. Experiments have 
								shown that a current of 1 ampere at 500 volts 
								can be broken over 750,000 times without damage 
								to the cup. A further experiment, when breaking 
								100 amps at 500 volts, showed that this could be 
								done at intervals of a minute without apparent 
								damage to the cup. 
								Two kinds of contact plates 
								have been tried. With one of these the cost of 
								keeping in repair works out at 1.12d. per car 
								mile; with the other, in which only the centre 
								portion is renewed, the cost is 0.094d. per car 
								mile, a considerable difference. Inspection and 
								testing costs 0.035d.; the magnets and magnet 
								coils of the collector 0.089d.; batteries, 
								switches and connections, 0.027d.; the 
								collecting skate, 0.06d.; and inspection and 
								adjustment of car equipment, 0.054d., all being 
								per car mile. The total maintenance, taking the 
								second kind of contact stud mentioned, amounts 
								to 0.8d. per car mile, as against a calculated 
								amount of 0.28d. per car mile for the overhead 
								system. The difference 0.02d. added to the 
								calculated extra cost of current, namely, 
								0.41d., gives a total against the Lorain system 
								of 0.43d. per car mile. With a service of say, 
								540,000 car miles per annum, this means 
								232,200d., or, say, £967. 
								Or, in other words, and 
								granting that all else was equal, Wolverhampton 
								has to pay over £950 per annum more than it 
								would have done with an overhead system. This 
								sum is less than that actually shown in the 
								report, which takes into account all renewals 
								which are likely to be necessary over a 
								considerable period, but which are included in 
								the estimate of expenditure per car mile. The 
								sums calculated under this heading for the 
								Lorain and overhead systems are 0.499d. and 
								0.1l6d. respectively. Subtracting one from the 
								other, we obtain 0.383d. per car mile as the 
								difference, and this, added to the difference 
								already alluded to, of 0.43d. per car mile, 
								gives a total difference of 0.813d. per car 
								mile. This, multipled in the yearly car miles, 
								540,000, gives, say, £1829 as the yearly 
								difference of cost between the two systems. The 
								sum would naturally increase with each 
								extension. The tramways engineer concludes by 
								pointing out that his task of comparing a new 
								and comparatively untried system with one which 
								is more or less standardised has been hard, and 
								that the responsibility for deciding whether or 
								not the advantages offered by the Lorain surface 
								contact system are commensurate with the extra 
								expense involved, rests upon the Tramways 
								Committee and the Council.  
								The original offer of the 
								Lorain Company was to equip about eleven miles 
								of single track, and to allow the Corporation to 
								work them for a year. At the end of that period 
								the Corporation were to come to a definite 
								decision as to the acceptance or rejection of 
								the system. Their deliberations on the subject 
								should be materially assisted by the present 
								report. The borough engineer's portion of the 
								report deals mainly with the granite casings of 
								the stud boxes and with paving, and though it is 
								of considerable interest, we need not further 
								refer to it here.  |