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contributor authorZong Z. Tian
contributor authorNing Wu
date accessioned2017-05-08T21:04:47Z
date available2017-05-08T21:04:47Z
date copyrightMarch 2006
date issued2006
identifier other%28asce%290733-947x%282006%29132%3A3%28205%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37855
description abstractThe paper presents a capacity estimation model for a signalized intersection approach with a short right-turn lane. The proposed model overcomes one of the major shortcomings of the current capacity estimation methodologies by considering the probabilistic nature of traffic flow and the effect of queue blockage to the short-lane section. The research showed that the capacity of a signalized intersection with a short right-turn lane is strongly related to the length of the short lane, the proportion of through and right-turn vehicles, and cycle length. The study also revealed new findings, through simulation, on the saturation flow rate discharging from the single-lane section where the right-turn lane splits. It was found that the saturation flow rate increases with the increase of the length of the right-turn lane. The proposed model was validated against the results from
publisherAmerican Society of Civil Engineers
titleProbabilistic Model for Signalized Intersection Capacity with a Short Right-Turn Lane
typeJournal Paper
journal volume132
journal issue3
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(2006)132:3(205)
treeJournal of Transportation Engineering, Part A: Systems:;2006:;Volume ( 132 ):;issue: 003
contenttypeFulltext


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