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    Optimizing the Location of U-Turn Median Openings at Signalized Intersections with Multitype Vehicles

    Source: Journal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 009
    Author:
    Ronghan Yao
    ,
    Li Sun
    ,
    Feng Sun
    ,
    Shengchuan Zhao
    DOI: 10.1061/JTEPBS.0000267
    Publisher: American Society of Civil Engineers
    Abstract: The 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.
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      Optimizing the Location of U-Turn Median Openings at Signalized Intersections with Multitype Vehicles

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4260313
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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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