TECHNICAL PAPERS
Jan 1, 1997

Benefits of Dipped Vertical Alignments for Rail Transit Routes

Publication: Journal of Transportation Engineering
Volume 123, Issue 1

Abstract

Dipped track profiles between rail transit stations can significantly reduce propulsive energy, braking energy, and travel times. This work quantifies their potential benefits for circumstances reflected in various values for dips, speed and acceleration limits, station spacings, and available power. A deterministic simulation model has been developed to precisely estimate train motions and performance using basic equations for kinematics, resistance, power, and braking. For a 1% dip (i.e. a vertical dip equal to 1% of station spacing) in which gradients never exceed 4%, our results show savings (compared with level tracks) exceeding 9% for propulsive energy, 15% for braking energy, and 5% for travel time between stations.

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References

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American Railway Engineering Association (AREA). (1981). Manual for railway engineering, Part 3, Washington, D.C.
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Andreadis, I. T. (1991). “Computer aided analysis of station to station travel for rail system,” Student Paper, Univ. of Maryland, College Park, Md.
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Holden, W. H. T. (1980). “Rapid transit time and energy requirements.”Transp. Res. Rec. 760, 15–18.
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Kikuchi, S.(1991). “A simulation model of train travel on rail transit line.”J. Advanced Transp., 25(2), 211–224.
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Uher, R. A., and Sathi, N. (1983). “Reduction of peak-power demand for electric rail transit system.”Nat. Cooperative Transit Res. and Devel. Program Rep. 3, Transp. Res. Board, Washington, D.C.
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Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 123Issue 1January 1997
Pages: 20 - 27

History

Published online: Jan 1, 1997
Published in print: Jan 1997

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Authors

Affiliations

Dong N. Kim
Assoc. Prof., Dept. of Civ. Engrg., Dankook Univ., Cheonan, Korea, 330–740.
Paul M. Schonfeld, Fellow, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Maryland, College Park, MD 20742.

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