Prev | Current Page 132 | Next

Anonymous

"The New York Subway Its Construction and Equipment"


To attain these speeds without exceeding maximum safe limiting speeds
between stops, the equipment provided will accelerate trains carrying
maximum load at a rate of 1.25 miles per hour per second in starting
from stations on level track. To obtain the same acceleration by
locomotives, a draw-bar pull of 44,000 pounds would be necessary--a
pull equivalent to the maximum effect of six steam locomotives such as
were used recently upon the Manhattan Elevated Railway in New York,
and equivalent to the pull which can be exerted by two passenger
locomotives of the latest Pennsylvania Railroad type. Two of these
latter would weigh about 250 net tons. By the use of the multiple unit
system of electrical control, equivalent results in respect to rate of
acceleration and speed are attained, the total addition to train
weight aggregating but 55 net tons.
If the locomotive principle of train operation were adopted,
therefore, it is obvious that it would be necessary to employ a lower
rate of acceleration for express trains. This could be attained
without very material sacrifice of average speed, since the average
distance between express stations is nearly two miles. In the case of
local trains, however, which average nearly three stops per mile, no
considerable reduction in the acceleration is possible without a
material reduction in average speed. The weight of a local train
exceeds the weight of five trail cars, similarly loaded, by 33 net
tons, and equivalent adhesion and acceleration would require
locomotives having not less than 80 net tons effective upon drivers.


Pages:
120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144