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    Modeling the Pedestrian Delay at Signalized Intersections with Two-Stage Crossing: Considering Physical Queuing Length

    Source: Journal of Transportation Engineering, Part A: Systems:;2022:;Volume ( 148 ):;issue: 011::page 04022099
    Author:
    Weijie Chen
    ,
    Feng Zhu
    ,
    Xiaomeng Shi
    ,
    Zhirui Ye
    DOI: 10.1061/JTEPBS.0000753
    Publisher: ASCE
    Abstract: An improved pedestrian delay model was proposed for signalized intersections with a two-stage crossing in this paper. This delay model considers the pedestrian physical queuing length when they are waiting on the curbside and the refuge island. It can significantly improve the estimation accuracy of the second-stage delay for pedestrians. The shock wave theory and a triangular-shaped fundamental diagram were used to model pedestrian queue formation and dissipation. The proposed model is presented in a general form for estimating the first-stage delay and second-stage delay classified in 12 different scenarios. The model was compared with the existing two-stage delay model by microscopic simulations with different signal settings and pedestrian volume settings. Results show our modified model is more accurate than the existing model under medium and high pedestrian arrival rates.
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      Modeling the Pedestrian Delay at Signalized Intersections with Two-Stage Crossing: Considering Physical Queuing Length

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4289510
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    contributor authorWeijie Chen
    contributor authorFeng Zhu
    contributor authorXiaomeng Shi
    contributor authorZhirui Ye
    date accessioned2023-04-07T00:40:11Z
    date available2023-04-07T00:40:11Z
    date issued2022/11/01
    identifier otherJTEPBS.0000753.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4289510
    description abstractAn improved pedestrian delay model was proposed for signalized intersections with a two-stage crossing in this paper. This delay model considers the pedestrian physical queuing length when they are waiting on the curbside and the refuge island. It can significantly improve the estimation accuracy of the second-stage delay for pedestrians. The shock wave theory and a triangular-shaped fundamental diagram were used to model pedestrian queue formation and dissipation. The proposed model is presented in a general form for estimating the first-stage delay and second-stage delay classified in 12 different scenarios. The model was compared with the existing two-stage delay model by microscopic simulations with different signal settings and pedestrian volume settings. Results show our modified model is more accurate than the existing model under medium and high pedestrian arrival rates.
    publisherASCE
    titleModeling the Pedestrian Delay at Signalized Intersections with Two-Stage Crossing: Considering Physical Queuing Length
    typeJournal Article
    journal volume148
    journal issue11
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.0000753
    journal fristpage04022099
    journal lastpage04022099_13
    page13
    treeJournal of Transportation Engineering, Part A: Systems:;2022:;Volume ( 148 ):;issue: 011
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian