QU Zhao-wei, JIN Yong, CHEN Yong-heng, WANG Dian-hai, WEI Wei. Planning methods and effect analysis of advance right-turn[J]. Journal of Traffic and Transportation Engineering, 2008, 8(2): 106-109.
Citation: QU Zhao-wei, JIN Yong, CHEN Yong-heng, WANG Dian-hai, WEI Wei. Planning methods and effect analysis of advance right-turn[J]. Journal of Traffic and Transportation Engineering, 2008, 8(2): 106-109.

Planning methods and effect analysis of advance right-turn

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  • Author Bio:

    Qu Zhao-wei(1962—), mate, associate professor, +86-431-85095857, quzw@jlu.edu.cn

  • Received Date: 2007-09-16
  • Publish Date: 2008-04-25
  • Calculating models of passing capacity for fixed and variable weaving area lengths on advance right-turn were given by using gap acceptance theory and probability theory, and calculating models of increasing capacity by prolonging weaving areas were obtained, the application conditions of planning methods on advance right-turn were put forward, the running effects of motor vehicles were compared with the index of vehicle average delay in the weaving areas, and the capacities of left-turn and straight vehicles were analyzed by using Webster signalized timing methods at advance right-turn intersection.Analysis result shows that the capacities of straight and left-turn vehicles at intersection increase when advance right-turn planning method is adopted; when advance right-turn vehicles satisfy passing capacity, traffic conflict area can be decreased by using advance right-turn planning method, otherwise, prolonging weaving areas can be used to add passing capacity and decrease the average delays of right-turn motor vehicles.

     

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  • [1]
    Chang T H, Lin J T. Optimal signal timing for an oversaturated intersection[J]. Transportation Research Part B, 2000, 34(6): 471-491.
    [2]
    Ma Wan-jing, Lin Yu, Yang Xiao-guang. Design method of pedestrian phases at multi-phase signal intersection[J]. Journal of Traffic and Transportation Engineering, 2004, 4(2): 103-106. (in Chinese)
    [3]
    Wang Hao, Wang Wei, Chen Jun. Traffic organization of urban arterial road intersected by multi-inferior roads at T-intersections[J]. Journal of Traffic and Transportation Engineering, 2006, 6(1): 108-112. (in Chinese)
    [4]
    Xu Jun, Zou Zhi-jun, Yang Jin-dong. At-grade intersection design in medium or small urban[J]. Journal of Chang'an University: Natural Science Edition, 2003, 23(4): 58-61. (in Chinese)
    [5]
    Liu Guang-ping, Pei Yu-long. Study of calculation method of intersection delay under signal control[J]. China Journal of Highway and Transport, 2005, 18(1): 104-108. (in Chinese)
    [6]
    Rong Jian, Liu Xiao-ming, Ren Fu-tian, et al. Theoretic capacity model considering with variable following time and random factors[J]. China Journal of Highway and Transport, 2001, 14(3): 81-85. (in Chinese)
    [7]
    Xu Liang-jie, Wang Wei. Model of pedestrians crossing time at signalized intersection[J]. Journal of Traffic and Transportation Engineering, 2005, 5(1): 111-115. (in Chinese)
    [8]
    TRB. Highway Capacity Manual(2000)[M]. Washington DC: National Research Council, 2000.
    [9]
    Xu Liang-jie, Wang Wei. Analysis of influence of left-turn non-motors in signalized intersection[J]. China Journal of Highway and Transport, 2006, 19(1): 89-92. (in Chinese)
    [10]
    Poesch F J. The unsignalized minor street entry as a generalized M/G/1 queueing system[J]. Operations Reseach, 1983, 27(3): 152-156.
    [11] 王殿海. 交通流理论[M]. 北京: 人民交通出版社, 2002.
    [12] 全永燊. 城市交通控制[M]. 北京: 人民交通出版社, 1989.
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