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    Equilibration Procedure to Forecast Areawide Travel

    Source: Journal of Transportation Engineering, Part A: Systems:;1986:;Volume ( 112 ):;issue: 006
    Author:
    Yupo Chan
    ,
    Fong L. Ou
    DOI: 10.1061/(ASCE)0733-947X(1986)112:6(557)
    Publisher: American Society of Civil Engineers
    Abstract: A simple supply/demand equilibrium procedure for urban areawide travel‐estimation is presented. The parameters used in this procedure are demand elasticities, trip‐making frequency rates, average trip durations, and the valuation of travel time. To make the procedure applicable in a variety of cities, these parameters are given for four city groups stratified according to size and urban structure. This generalized pivot‐point procedure is then verified using three case studies, which show that the forecasts made by the approximation procedures are comparable to observed post‐implementation traffic counts in one case, and have only small discrepancies when compared with forecasts made by traditional (detailed) methods in the other two cases. Most importantly, the research results are consistent with such theories as a constant travel‐time budget, and the temporal and spatial stability of travel parameters. This consistency is in fact the basic building block of the procedure.
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      Equilibration Procedure to Forecast Areawide Travel

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    https://yetl.yabesh.ir/yetl1/handle/yetl/36281
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    contributor authorYupo Chan
    contributor authorFong L. Ou
    date accessioned2017-05-08T21:02:13Z
    date available2017-05-08T21:02:13Z
    date copyrightNovember 1986
    date issued1986
    identifier other%28asce%290733-947x%281986%29112%3A6%28557%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/36281
    description abstractA simple supply/demand equilibrium procedure for urban areawide travel‐estimation is presented. The parameters used in this procedure are demand elasticities, trip‐making frequency rates, average trip durations, and the valuation of travel time. To make the procedure applicable in a variety of cities, these parameters are given for four city groups stratified according to size and urban structure. This generalized pivot‐point procedure is then verified using three case studies, which show that the forecasts made by the approximation procedures are comparable to observed post‐implementation traffic counts in one case, and have only small discrepancies when compared with forecasts made by traditional (detailed) methods in the other two cases. Most importantly, the research results are consistent with such theories as a constant travel‐time budget, and the temporal and spatial stability of travel parameters. This consistency is in fact the basic building block of the procedure.
    publisherAmerican Society of Civil Engineers
    titleEquilibration Procedure to Forecast Areawide Travel
    typeJournal Paper
    journal volume112
    journal issue6
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1986)112:6(557)
    treeJournal of Transportation Engineering, Part A: Systems:;1986:;Volume ( 112 ):;issue: 006
    contenttypeFulltext
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