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contributor authorAshish Dhamaniya
contributor authorSatish Chandra
date accessioned2017-05-08T22:02:34Z
date available2017-05-08T22:02:34Z
date copyrightNovember 2013
date issued2013
identifier other%28asce%29te%2E1943-5436%2E0000627.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69610
description abstractMixed traffic flow is often converted to equivalent flow in passenger car units (PCUs) by multiplying the number of each category of vehicles in the traffic stream by their respective PCU factors and then adding them up. PCU is a complex parameter and depends on multitude of factors. This paper presents a methodology to convert a mixed traffic stream into a homogeneous equivalent without making use of PCU factors. Traffic volume and speed data collected on different six-lane urban arterial roads in India are analyzed to determine PCU values of five different categories of vehicles found on these roads. These PCU values are used to convert heterogeneous traffic volume in vehicles per hour to homogeneous volume in PCU per hour. A new term stream equivalency factor (SEF) is introduced in this study and denoted by
publisherAmerican Society of Civil Engineers
titleConcept of Stream Equivalency Factor for Heterogeneous Traffic on Urban Arterial Roads
typeJournal Paper
journal volume139
journal issue11
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000581
treeJournal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 011
contenttypeFulltext


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