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    Modeling Conflicts of Heterogeneous Traffic at Urban Uncontrolled Intersections

    Source: Journal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 001
    Author:
    V. Trinadha Rao
    ,
    V. R. Rengaraju
    DOI: 10.1061/(ASCE)0733-947X(1998)124:1(23)
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of traffic in the heterogeneous environment of an urban uncontrolled intersection is complex and difficult to model. The present study describes the methodology of simulating the traffic flow and thereby estimating the number of conflicts in varying traffic flow conditions. The arrival pattern of vehicles was represented by a multivariate distribution to generate input to the simulation model. The model was validated externally, using field observed data, and was found to predict the number of conflicts well. As an illustration of usefulness of the model, variation of conflict rate (the probability of a vehicle's getting involved in conflict) due to variation in traffic volume and the proportion of right-turning traffic has been quantified. Under the prevailing traffic composition and turning movements, the conflict rate is estimated to lie in the range of 0.66–0.70, 0.79–0.84, and 0.80–0.87 for intersection volumes of 2,000, 2,500, and 3,000 vehicles per hour, respectively. Issues related to the applicability of the proposed model are briefly discussed.
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      Modeling Conflicts of Heterogeneous Traffic at Urban Uncontrolled Intersections

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    http://yetl.yabesh.ir/yetl1/handle/yetl/37061
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorV. Trinadha Rao
    contributor authorV. R. Rengaraju
    date accessioned2017-05-08T21:03:34Z
    date available2017-05-08T21:03:34Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%290733-947x%281998%29124%3A1%2823%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37061
    description abstractThe behavior of traffic in the heterogeneous environment of an urban uncontrolled intersection is complex and difficult to model. The present study describes the methodology of simulating the traffic flow and thereby estimating the number of conflicts in varying traffic flow conditions. The arrival pattern of vehicles was represented by a multivariate distribution to generate input to the simulation model. The model was validated externally, using field observed data, and was found to predict the number of conflicts well. As an illustration of usefulness of the model, variation of conflict rate (the probability of a vehicle's getting involved in conflict) due to variation in traffic volume and the proportion of right-turning traffic has been quantified. Under the prevailing traffic composition and turning movements, the conflict rate is estimated to lie in the range of 0.66–0.70, 0.79–0.84, and 0.80–0.87 for intersection volumes of 2,000, 2,500, and 3,000 vehicles per hour, respectively. Issues related to the applicability of the proposed model are briefly discussed.
    publisherAmerican Society of Civil Engineers
    titleModeling Conflicts of Heterogeneous Traffic at Urban Uncontrolled Intersections
    typeJournal Paper
    journal volume124
    journal issue1
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1998)124:1(23)
    treeJournal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 001
    contenttypeFulltext
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