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contributor authorDong N. Kim
contributor authorPaul M. Schonfeld
date accessioned2017-05-08T21:03:25Z
date available2017-05-08T21:03:25Z
date copyrightJanuary 1997
date issued1997
identifier other%28asce%290733-947x%281997%29123%3A1%2820%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36981
description abstractDipped 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.
publisherAmerican Society of Civil Engineers
titleBenefits of Dipped Vertical Alignments for Rail Transit Routes
typeJournal Paper
journal volume123
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1997)123:1(20)
treeJournal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 001
contenttypeFulltext


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