Transactions of the American Society of Civil Engineers, Vol. LXX, Dec. 1910 - Locomotive Performance On Grades Of Various Lengths, Paper No. 1172 by Beverly S. Randolph
page 18 of 21 (85%)
page 18 of 21 (85%)
![]() | ![]() |
|
Table 2 (in which the writer follows the author in assuming frictional
resistance at 4.7 lb. per 2,000 lb.) shows the cases giving the maximum and minimum values of the quantity represented by the ordinates in the author's diagram, namely, "Traction, in percentage of weight on drivers." It will be seen that the maximum percentage (16.1) is practically identical with that found by the author (16) for grade lengths exceeding 17 miles. Near the middle of the 34-mile distance there is a stretch of 1.51 miles, on which the average grade is only 5.93 ft. per mile (0.112%), and this stretch divides the remaining distance into two practically continuous grades, 19.39 and 13.13 miles long, respectively; but, as the same loads are hauled over these two portions by the same engines, the results are virtually identical, the maxima furnishing two more points closely coinciding with the author's diagram. TABLE 2.--TRACTIVE FORCE, CATAWISSA TO LOFTY. ======================================================================== Length of grade, in miles | | 34.03 | | Grade {in feet per mile | | 31.47 {percentage |_A_ | 0.597 | | Resistances, in pounds per 2,000 lb., | | Gravity (=20 _A_) = 11.94. Friction = 4.70 |_B_ | 16.64 | | |
|