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    Development of a Bidirectional Pedestrian Stream Model with an Oblique Intersecting Angle

    Source: Journal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 007
    Author:
    Siqi Xie
    ,
    S. C. Wong
    ,
    William H. K. Lam
    ,
    Anthony Chen
    DOI: 10.1061/(ASCE)TE.1943-5436.0000555
    Publisher: American Society of Civil Engineers
    Abstract: This paper establishes a mathematical model that can represent the conflicting effects of two pedestrian streams that have an oblique intersecting angle in a large crowd. In a previous paper, a controlled experiment in which two streams of pedestrians were asked to walk in designated directions was used to model the bidirectional pedestrian stream of certain intersecting angles. In this paper, the writers revisit that problem and apply the Bayesian inference method to calibrate an improved model with the controlled experiment data. Pedestrian movement data are also collected from a busy crosswalk by using a video observation approach. The two sets of data are used separately to calibrate the proposed model. With the calibrated model, the relationship between speed, density, and flow is studied in both the reference and conflicting streams, and a prediction is made regarding how these factors affected the interactions of moving pedestrian streams. It is found that the speed of one stream not only decreases with its total density, but also decreases with the ratio of its flow relative to the total flow, i.e., the speed of the pedestrians decreases if their stream changes from the major to minor stream. It is also observed that the maximum disruption that was induced by pedestrian flow from an intersecting angle occurs when the angle is approximately 135°.
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      Development of a Bidirectional Pedestrian Stream Model with an Oblique Intersecting Angle

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    https://yetl.yabesh.ir/yetl1/handle/yetl/69581
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorSiqi Xie
    contributor authorS. C. Wong
    contributor authorWilliam H. K. Lam
    contributor authorAnthony Chen
    date accessioned2017-05-08T22:02:28Z
    date available2017-05-08T22:02:28Z
    date copyrightJuly 2013
    date issued2013
    identifier other%28asce%29te%2E1943-5436%2E0000599.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69581
    description abstractThis paper establishes a mathematical model that can represent the conflicting effects of two pedestrian streams that have an oblique intersecting angle in a large crowd. In a previous paper, a controlled experiment in which two streams of pedestrians were asked to walk in designated directions was used to model the bidirectional pedestrian stream of certain intersecting angles. In this paper, the writers revisit that problem and apply the Bayesian inference method to calibrate an improved model with the controlled experiment data. Pedestrian movement data are also collected from a busy crosswalk by using a video observation approach. The two sets of data are used separately to calibrate the proposed model. With the calibrated model, the relationship between speed, density, and flow is studied in both the reference and conflicting streams, and a prediction is made regarding how these factors affected the interactions of moving pedestrian streams. It is found that the speed of one stream not only decreases with its total density, but also decreases with the ratio of its flow relative to the total flow, i.e., the speed of the pedestrians decreases if their stream changes from the major to minor stream. It is also observed that the maximum disruption that was induced by pedestrian flow from an intersecting angle occurs when the angle is approximately 135°.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of a Bidirectional Pedestrian Stream Model with an Oblique Intersecting Angle
    typeJournal Paper
    journal volume139
    journal issue7
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000555
    treeJournal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 007
    contenttypeFulltext
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