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contributor authorRonghan Yao
contributor authorLi Sun
contributor authorFeng Sun
contributor authorShengchuan Zhao
date accessioned2019-09-18T10:41:24Z
date available2019-09-18T10:41:24Z
date issued2019
identifier otherJTEPBS.0000267.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4260313
description abstractThe location of a U-turn median opening has an important effect on traffic flow operations for a shared left-turn and U-turn (SLU) lane with traffic signals. It is the first thing to analyze the influences of the arrival modes of multitype vehicles on the traffic delay for an SLU lane. Two models are then formulated to calculate the loss time for the phase used by the concurrent left-turns and U-turns and that used by the concurrent through and U-turns. To seek the optimal location of a U-turn median opening, a single-objective optimization model is developed on the basis of the SLU lane capacity. Six experiments that consider three levels of traffic demand and whether the U-turning volume has an effect on the green splits and the optimal U-turn location are carried out. The results reveal that the optimal location of a U-turn median opening depends on traffic demand and composition, and such a location will approach the stop line if the arrival rate of multitype vehicles decreases or the proportion of U-turn vehicles increases.
publisherAmerican Society of Civil Engineers
titleOptimizing the Location of U-Turn Median Openings at Signalized Intersections with Multitype Vehicles
typeJournal Paper
journal volume145
journal issue9
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/JTEPBS.0000267
page04019038
treeJournal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 009
contenttypeFulltext


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