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    Tendency-Based Approach for Link Travel Time Estimation

    Source: Journal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 004
    Author:
    Guojun Chen
    ,
    Jing Teng
    ,
    Shuyang Zhang
    ,
    Xiaoguang Yang
    DOI: 10.1061/(ASCE)TE.1943-5436.0000486
    Publisher: American Society of Civil Engineers
    Abstract: From the historical bus trajectories, it was found that the headway bias amplified as buses travel on the route. When controls on buses are unavailable, the following buses will maintain the movement tendency toward their previous one, whether being closer to, farther away, or stable, judged by the running state in which buses fall. A tendency-based model for link travel time estimation was proposed, and three tendency-based corrections were introduced in the model, which are the long-term tendency, the short-term tendency, and the combined-term tendency. Then, contrast experiments were conducted in which the boundary of the running state is a control variable to show the performance of the tendency-based model under different boundary values. The experiment results show that, with the increase of the boundary value, the degree of improvement of the tendency-based mode to the historical data–based model first increases, then decreases, and converges to zero finally. The optimal boundary value for the tendency-based model was calibrated, judged by the net number of trips improved and net mean absolute error reduced, and the results show that the long-term and the combined-term tendency-based models have a lower optimal boundary and higher optimization potential, and are faster to be steady enough, which made the short-term tendency-based model less competitive.
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      Tendency-Based Approach for Link Travel Time Estimation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/69507
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    • Journal of Transportation Engineering, Part A: Systems

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    contributor authorGuojun Chen
    contributor authorJing Teng
    contributor authorShuyang Zhang
    contributor authorXiaoguang Yang
    date accessioned2017-05-08T22:02:20Z
    date available2017-05-08T22:02:20Z
    date copyrightApril 2013
    date issued2013
    identifier other%28asce%29te%2E1943-5436%2E0000531.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69507
    description abstractFrom the historical bus trajectories, it was found that the headway bias amplified as buses travel on the route. When controls on buses are unavailable, the following buses will maintain the movement tendency toward their previous one, whether being closer to, farther away, or stable, judged by the running state in which buses fall. A tendency-based model for link travel time estimation was proposed, and three tendency-based corrections were introduced in the model, which are the long-term tendency, the short-term tendency, and the combined-term tendency. Then, contrast experiments were conducted in which the boundary of the running state is a control variable to show the performance of the tendency-based model under different boundary values. The experiment results show that, with the increase of the boundary value, the degree of improvement of the tendency-based mode to the historical data–based model first increases, then decreases, and converges to zero finally. The optimal boundary value for the tendency-based model was calibrated, judged by the net number of trips improved and net mean absolute error reduced, and the results show that the long-term and the combined-term tendency-based models have a lower optimal boundary and higher optimization potential, and are faster to be steady enough, which made the short-term tendency-based model less competitive.
    publisherAmerican Society of Civil Engineers
    titleTendency-Based Approach for Link Travel Time Estimation
    typeJournal Paper
    journal volume139
    journal issue4
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000486
    treeJournal of Transportation Engineering, Part A: Systems:;2013:;Volume ( 139 ):;issue: 004
    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