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Article Navigation >  Journal of Traffic and Transportation Engineering  > 2016  >  16(5): 151-158
ZHOU Yang-fan, JIA Shun-ping, CHEN Shao-kuan, WEI Wei. Optimization model signal priority time threshold of tram[J]. Journal of Traffic and Transportation Engineering, 2016, 16(5): 151-158. doi: 10.19818/j.cnki.1671-1637.2016.05.017
Citation: ZHOU Yang-fan, JIA Shun-ping, CHEN Shao-kuan, WEI Wei. Optimization model signal priority time threshold of tram[J]. Journal of Traffic and Transportation Engineering, 2016, 16(5): 151-158. doi: 10.19818/j.cnki.1671-1637.2016.05.017
shu

Optimization model signal priority time threshold of tram

doi: 10.19818/j.cnki.1671-1637.2016.05.017
  • 1.

    MOE Key Laboratory for Urban Transportation Complex Systems Theory and Technology, Beijing Jiaotong University, Beijing 100044, China

  • 2.

    School of Traffic and Transportation, Beijing Jiaotong University, Beijing 100044, China

More Information
  • Author Bio:

    ZHOU Yang-fan(1989-), female, doctoralstudent, +86-10-51682264, 13114226@bjtu.edu.cn

    JIA Shun-ping(1963-), male, professor, PhD, +86-10-51682264, shpjia@bjtu.edu.cn

  • Received Date: 2016-05-01
  • Publish Date: 2016-10-25
    Abstract
  • Vehicle delay and intersection saturation were taken as constraint conditions, early green and extended green priority strategies were used, and the model of solving signal priority time threshold of tram was built.The influence of tram length was considered, and the model was verified through real case.Analysis result shows that the priority time thresholds under early green strategy are 0-13 s, and the priority time thresholds under extended green strategy are 5-11 s.When travelers are regarded as research units, different bus numbers under non-priority phase correspond to different overall benefit curves.When vehicles are regarded as research units, different bus numbers under non-priority phase correspond to only one overall benefit curve.The critical value of bus number under non-priority phase is 16 veh, the critical value of vehicle arrival rate under non-priority phase is 0.115pcu·s-1, and critical value of red time is 101 s.When they exceed critical values, it is not suitable to set signal priority for tram.The optimization model of signal priority time threshold of tram in this paper provides basis for giving signal priority of tram within reasonable range.

     

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    • References(24)
  • [1]
    中国城市轨道交通协会. 城市轨道交通2014年度统计分析报告[R]. 北京: 中国城市轨道交通协会, 2015. China Association of Metros. Annual statistical analysis report of urban rail transit in 2014[R]. Beijing: China Association of Metros, 2015. (in Chinese).
    [2]
    王舒祺. 现代有轨电车交叉路口优先控制管理方法研究综述[J]. 城市轨道交通研究, 2014, 17(6): 17-22. https://www.cnki.com.cn/Article/CJFDTOTAL-GDJT201406007.htm

    WANG Shu-qi. Study on signal priority control of modern tramcar at intersection[J]. Urban Mass Transit, 2014, 17(6): 17-22. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-GDJT201406007.htm
    [3]
    SERMPIS D, PAPADAKOS P, FOUSEKIS K. Tram priority at signal-controlled junctions[J]. Transport, 2012, 165(2): 87-96.
    [4]
    GATENBY M, FEDZIN S. Traffic signal network operation within the Nottingham Express Transit system[J]. Traffic Engineering and Control, 2004, 45(2): 44-49.
    [5]
    SHALABY A, ABDULHAI B, LEE J. Assessment of streetcar transit priority options using microsimulation modelling[J]. Canadian Journal of Civil Engineering, 2003, 30(6): 1000-1009. doi: 10.1139/l03-010
    [6]
    MATSUMOTO S, KUMAGAO Y, KAWASGIMA H. A study on the traffic signal strategy in city traffic consideration of streetcar[J]. Japan Society of Civil Engineers, 2004, 21: 677-685.
    [7]
    JEONG Y, KIM Y. Tram passive signal priority strategy based on the MAXBAND model[J]. KSCE Journal of Civil Engineering, 2014, 18(5): 1518-1527. doi: 10.1007/s12205-014-0159-1
    [8]
    ZHOU Yang-fan, JIA Shun-ping, MAO Bao-hua, et al. An arterial signal coordination optimization model for trams based on modified AM-BAND[J]. Discrete Dynamics in Nature and Society, 2016, 2016: 1-10.
    [9]
    张伟, 王军利, 王瑞斌. 快速公交信号优先控制研究[J]. 中国人民公安大学学报: 自然科学版, 2010, 16(4): 28-31. doi: 10.3969/j.issn.1007-1784.2010.04.007

    ZHANG Wei, WANG Jun-li, WANG Rui-bin. Study on signal priority control for bus rapid transit[J]. Journal of Chinese People's Public Security University: Science and Technology, 2010, 16(4): 28-31. (in Chinese). doi: 10.3969/j.issn.1007-1784.2010.04.007
    [10]
    WEI Li-ying, ZHANG Li-li, WANG Zhi-long. A cellular automata model on bus signal priority strategies considering resource constraints[J]. Practical Applications of Intelligent Systems, 2014, 279: 689-698.
    [11]
    马万经, 吴明敏, 韩宝新, 等. 考虑可变速度调节的单点交叉口公交信号优先控制方法[J]. 中国公路学报, 2013, 26(2): 127-133. doi: 10.3969/j.issn.1001-7372.2013.02.018

    MA Wan-jing, WU Ming-min, HAN Bao-xin, et al. Bus signal priority control method for isolated intersection based on dynamic variable speed adjustment[J]. China Journal of Highway and Transport, 2013, 26(2): 127-133. (in Chinese). doi: 10.3969/j.issn.1001-7372.2013.02.018
    [12]
    MIRCHANDANI P B, LI J Q, HICKMAN M. A macroscopic model for integrating bus signal priority with vehicle rescheduling[J]. Public Transport, 2010, 2(3): 159-172. doi: 10.1007/s12469-010-0028-3
    [13]
    KIM S, PARK M, CHON K S. Bus signal priority strategies for multi-directional bus routes[J]. KSCE Journal of Civil Engineering, 2012, 16(5): 855-861. doi: 10.1007/s12205-012-1507-7
    [14]
    KOEHLERL A, KRAUS W J. Simultaneous control of traffic lights and bus departure for priority operation[J]. Transportation Research Part C: Emerging Technologies, 2010, 18(3): 288-298. doi: 10.1016/j.trc.2009.01.007
    [15]
    BAGHERIAN M, MESBAH M, FERREIRA L. Using delay functions to evaluate transit priority at signals[J]. Public Transport, 2015, 7(1): 61-75. doi: 10.1007/s12469-014-0090-3
    [16]
    杨远舟, 毛保华, 张建鹏, 等. 基于元胞自动机模型的快速公交信号优先仿真研究[J]. 中国公路学报, 2010, 23(5): 90-95, 106. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201005013.htm

    YANG Yuan-zhou, MAO Bao-hua, ZHANG Jian-peng, et al. Research on signal priority simulation for bus rapid transit using cellular automaton model[J]. China Journal of Highway and Transport, 2010, 23(5): 90-95, 106. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201005013.htm
    [17]
    AHMED F, HAWAS Y E. An integrated real-time traffic signal system for transit signal priority, incident detection and congestion management[J]. Transportation Research Part C: Emerging Technologies, 2015, 60: 52-76. doi: 10.1016/j.trc.2015.08.004
    [18]
    ZHOU Guang-wei, GAN A, SHEN L D. Optimization of adaptive transit signal priority using parallel genetic algorithm[J]. Tsinghua Science and Technology, 2007, 12(2): 131-140. doi: 10.1016/S1007-0214(07)70020-2
    [19]
    HU Jia, PARK B B, LEE Y J. Coordinated transit signal priority supporting transit progression under connected vehicle technology[J]. Transportation Research Part C: Emerging Technologies, 2015, 55: 393-408. doi: 10.1016/j.trc.2014.12.005
    [20]
    WAHLSTEDT J. Impacts of bus priority in coordinated traffic signals[J]. Procedia-Social and Behavioral Sciences, 2011, 16: 578-587. doi: 10.1016/j.sbspro.2011.04.478
    [21]
    LIU Hong-chao, ZHANG Jie, CHENG Ding-xin. Analytical approach to evaluating transit signal priority[J]. Journal of Transportation Systems Engineering and Information Technology, 2008, 8(2): 48-57.
    [22]
    朱晓宁, 隆冰. 多路公交优先交叉口配时优化的双层规划模型[J]. 交通运输工程学报, 2014, 14(1): 103-111. http://transport.chd.edu.cn/article/id/201401014

    ZHU Xiao-ning, LONG Bing. Bi-level programming model of timing optimization for multiple bus priority intersection[J]. Journal of Traffic and Transportation Engineering, 2014, 14(1): 103-111. (in Chinese). http://transport.chd.edu.cn/article/id/201401014
    [23]
    孙煦, 陆化普. 公交优先下交叉口配时优化的双层模型与遗传算法[J]. 北京工业大学学报, 2012, 38(6): 859-864. https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201206011.htm

    SUN Xu, LU Hua-pu. Bi-level optimization model of intersection timing about bus priority condition based on genetic algorithm[J]. Journal of Beijing University of Technology, 2012, 38(6): 859-864. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-BJGD201206011.htm
    [24]
    杨晓光, 林瑜, 杭明升. 信号控制交叉口公共汽车优先信号确定方法研究[J]. 中国公路学报, 2001, 14(增): 101-104, 108. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL2001S1025.htm

    YANG Xiao-guang, LIN Yu, HANG Ming-sheng. Study of solution for transit priority signal[J]. China Journal of Highway and Transport, 2001, 14(S): 101-104, 108. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL2001S1025.htm
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