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contributor authorShriniwas S. Arkatkar
contributor authorV. Thamizh Arasan
date accessioned2017-05-08T22:01:48Z
date available2017-05-08T22:01:48Z
date copyrightDecember 2010
date issued2010
identifier other%28asce%29te%2E1943-5436%2E0000221.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69173
description abstractStudy of the basic traffic-flow characteristics and clear understanding of vehicular interaction are the prerequisites for highway capacity and level of service analyses and to formulate effective traffic regulation and control measures. Computer simulation has emerged as an effective technique for modeling traffic flow and to study the flow characteristics over a wide range of roadway and traffic conditions due to its capability to account for the randomness related to traffic. This paper is concerned with application of a simulation model of heterogeneous traffic flow, named HETEROSIM, to quantify the vehicular interaction, in terms of passenger car unit (PCU), for the different categories of vehicles, by considering the traffic flow of representative composition, on up-grades of different magnitudes for intercity roads in India. The PCU estimates, determined through microscopic simulation, for the different types of vehicles in heterogeneous traffic, for a wide range of grades and traffic volumes, indicate that the PCU value of a vehicle significantly changes with change in traffic volume and magnitude of grade and its length.
publisherAmerican Society of Civil Engineers
titleEffect of Gradient and Its Length on Performance of Vehicles under Heterogeneous Traffic Conditions
typeJournal Paper
journal volume136
journal issue12
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000177
treeJournal of Transportation Engineering, Part A: Systems:;2010:;Volume ( 136 ):;issue: 012
contenttypeFulltext


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