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    Lane Volume and Saturation Flow Rate for Multilane Intersection Approach

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 003
    Author:
    James A. Bonneson
    DOI: 10.1061/(ASCE)0733-947X(1998)124:3(240)
    Publisher: American Society of Civil Engineers
    Abstract: One factor that can reduce a lane's saturation flow to less than ideal conditions is when turning vehicles share the lane with through vehicles. The slow discharge rate of the turning vehicles reduces the lane's effective saturation flow rate in direct proportion to the percentage of turn vehicles in it. A model is described that predicts this percentage and the resulting saturation flow rate of the shared lane. Based on the results of this research, it is believed that the proposed model accurately predicts the lane volume for any approach to a signalized intersection and the uncontrolled approach to an unsignalized intersection. The model extends previous models by incorporating a sensitivity to both left- and right-turn movements and the probability of a lane change into a closed-form solution. Some field data are used to validate the proposed model.
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      Lane Volume and Saturation Flow Rate for Multilane Intersection Approach

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    https://yetl.yabesh.ir/yetl1/handle/yetl/37095
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorJames A. Bonneson
    date accessioned2017-05-08T21:03:40Z
    date available2017-05-08T21:03:40Z
    date copyrightMay 1998
    date issued1998
    identifier other%28asce%290733-947x%281998%29124%3A3%28240%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37095
    description abstractOne factor that can reduce a lane's saturation flow to less than ideal conditions is when turning vehicles share the lane with through vehicles. The slow discharge rate of the turning vehicles reduces the lane's effective saturation flow rate in direct proportion to the percentage of turn vehicles in it. A model is described that predicts this percentage and the resulting saturation flow rate of the shared lane. Based on the results of this research, it is believed that the proposed model accurately predicts the lane volume for any approach to a signalized intersection and the uncontrolled approach to an unsignalized intersection. The model extends previous models by incorporating a sensitivity to both left- and right-turn movements and the probability of a lane change into a closed-form solution. Some field data are used to validate the proposed model.
    publisherAmerican Society of Civil Engineers
    titleLane Volume and Saturation Flow Rate for Multilane Intersection Approach
    typeJournal Paper
    journal volume124
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1998)124:3(240)
    treeJournal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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