YUAN Yi-wu, DONG Li-yun, DAI Shi-qiang. Effect of left-turning traffic signal lights on vehicle motion delay at intersection[J]. Journal of Traffic and Transportation Engineering, 2002, 2(4): 80-85.
Citation: YUAN Yi-wu, DONG Li-yun, DAI Shi-qiang. Effect of left-turning traffic signal lights on vehicle motion delay at intersection[J]. Journal of Traffic and Transportation Engineering, 2002, 2(4): 80-85.

Effect of left-turning traffic signal lights on vehicle motion delay at intersection

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  • Author Bio:

    YUAN Yi-wu(1973-), male, a graduate student of Shanghai University, engaged in research of traffic flow model of probability state

  • Received Date: 2002-07-05
  • Publish Date: 2002-12-25
  • In recent years, left turning traffic signal lights have been installed at some main intersections in big cities in China. A model describing the delay in vehicle motion at an intersection with left turning lights is established, and the stochastic processes in the cases of the uniform distribution and negative binomial distribution for the vehicles passing through the stop line are analyzed. The model was examined with a typical intersection in Shanghai. The comparision of the presented model with the stop line model and the conflicting point model proves that the present model is applicable. The results show that the application of the left turning signal lights could enhance the traffic capacity and to reduce the conflicts or accidents at intersections.

     

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  • [1]
    Webster F V. Traffic signal settings[J]. Road Research Laboratory Technical Paper, 1958, 39(1): 1-39.
    [2]
    YANG Xiao-guang, YANG Pei-kun. Simulative models on signalized intersection stop-line delay[J]. Journal of Tongji University, 1993, 21(1): 67-73.
    [3]
    杨晓光, 杨佩昆. 信号灯控制交叉口冲突点车辆延误模拟算法[A]. 第一届海峡两岸都市交通学术研讨会论文集[C]. 上海: 同济大学出版社, 1993.1-7.
    [4]
    LIUXi -ming. Proposal for setting an additional left turn signal lights at crossing of urban trunk lines[J]. Journal of Highway and Transportation Research and Development, 1997, 14(2): 39-44.
    [5]
    刘灿齐, 交通流的基本参数[D]. 上海: 同济大学, 1995.
    [6]
    Akcelik R. The highway capacity manual delay formula for signalized in tersection[J]. ITE J., 1988, 58(1): 23-27.
    [7]
    Akcelik R, Besley M, Roper R. Fundamental Relationships for traffic flows at signalized intersections[R]. Research Report ARR 340. ARRB Transport Research Ltd, Vermont South, Australia, 1999. 1-270.
    [8]
    Akcelik R, Chung E, Besley M. Roundabouts: Capacity and performance analysis[R]. Research Report ARR No. 321. ARRB Transport Research Ltd, Vermont South, Australia, 1999.1-164.
    [9]
    杨晓光. 信号灯控制交叉口交通阻尼状态分析研究[D]. 上海: 同济大学, 1991.
    [10]
    王炜, 过秀成. 交通工程学[M]. 南京: 东南大学出版社, 2000.
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