基于车道等饱和度的交叉口车道功能优化模型
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U41

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国家自然科学基金-优秀青年科学基金项目:道路交通设计与优化 (51722809)


A Novel Model for Optimization of Lane Allocation at Isolated Intersection
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    摘要:

    考虑不同进口道、不同流向和不同车道功能等复杂因素的相互影响,建立了基于等饱和度的交叉口车道功能优化模型。模型根据不同车道布置模式,考虑了进口流量比最小和进口流量比方差最小两类目标函数,并引入了进出口道车道平衡、流量匹配、车道功能冲突、车道等饱和度等约束条件。针对合用车道情形,根据不同模式分别建立了等饱和度约束方程。结合模型特征,给出了模型的快速求解方法。实例验证表明,交叉口车道功能优化模型简单有效,能够优化出每个进口推荐备选车道功能方案,模型可以较大程度上降低交叉口关键流量比之和,提高交叉口交通设计的效率和精度。

    Abstract:

    This paper presents a novel model of lane allocation optimization for signalized isolated intersection,considering different approaches, movements, and lane function use as well as the effect of their interactions. The mathematical model takes into consideration the constraints, including the number of approach lanes, number of exit lanes,flow conservation,lane markings of approach lanes,and equalized degree of saturation. The optimization model aims at the least critical flow factor and the least minimum variance of flow factors for arm. For shared-lanes, constraint equations of equalized degree of saturation are established according to different lane-use patterns. Finally, the optimization model is verified by the actual data of intersections, which lays a theoretical foundation for the development of signal control aided design software.

    参考文献
    [1] William H. K. Lam,Antonio C. K. Poon,Gregory K. S. Mung. Integrated Model for Lane-Use and Signal-Phase Designs[J]. Journal of Transportation Engineering, 1997, 123(2): 114-122.
    [2] 赵靖. 提升道路通行能力时空协同优化控制理论与方法[D]. 同济大学, 2014.Zhao Jing. Urban Streets Capacity Enhancement by Coordination Optimization of Lane Reorganization and Signal Control[D]. Tongji Universty, 2014.
    [3] 赵靖,付晶燕,杨晓光. 信号控制交叉口动态车道功能优化方法[J]. 同济大学学报(自然科学版), 2013, (07): 996-1001.Optimization Model of dynamic Lane Assignment for Isolated Signalized Intersection[j]. Journal of Tongji Universty(Nature Science) , 2013, (07): 996-1001
    [4] 赵靖,周溪召. 基于车道控制的交叉口流向及信号组合优化模型[J]. 计算机应用研究, 2016, (11): 3284-3288.Zhao Jing,Zhou Xizhao. Lane Based Integrated Model of Movement Prohibition and Signal Control for Intersections[J] Application Research of Computers, 2013, (07): 996-1001
    [5] 赵靖,郁晓菲. 道路交叉口车道功能划分[J]. 中国市政工程, 2007, (3): 6-8.ZHAO Jing, Yu Xiao-fei. Research on the Method of Lane Use Allocation at the Signalized Intersection[J]. China Municipal Engineering. 2007, (3): 6-8.
    [6] 陈梦璐. 信号交叉口合用车道的交通控制方法研究[D]. 大连理工大学, 2016Chen Meng-lu. Traffic control Methods for Shared Lane at Signalized Intersection[D]. Dalian Universtiy of Technology, 2016
    [7] 白玉. 城市平面道路交叉口交通协调设计理论问题研究[D]. 同济大学, 2004.Baiyu. The Theory of Traffic Coordination Design for Urban Streets Intersection[D]. Tongji Universty, 2004.
    [8] 王京元,王炜. 信号交叉口车道功能划分方法[J]. 吉林大学学报(工学版), 2007, 37(6): 1278-1283.Wang Jing-yuan,Wang Wei. Approach function split method at signalized intersection[J]. Journal of jilin university(engineering and technology edition), 2007, 37(6): 1278-1283
    [9] 张鹏,李文权,常玉林. 基于Ring-Barrier相位的交叉口车道功能判分与信号配时协同优化模型[J]. 东南大学学报(自然科学版), 2013, (03): 659-663.Zhang Peng,Li Wenquan,Chang Yulin.Collaborative optimization model of lane markings and signal timings based on Ring-Barrier phase at intersections[J].Journal of Southeast University (Natural Science Edition),2013,43(3):659
    [10] 马万经,杨晓光. 基于车道的单点交叉口公交被动优先控制模型[J]. 中国公路学报, 2010, (05): 96-101.Ma Wanjing, Yang Xiaoguang. Lane-based Optimization Model of Passive Bus Priority Control for Isolated Intersection. China Journal of Highway and Transport[J], 2010, (05): 96-101
    [11] Numitor Gerd ,Canadian,Institute. Canadian Capacity Guide For Signalized Intersections[J]. 2008,
    [12] Ak?elik Rahmi . Traffic Signals: Capacity and Timing Analysis. Research Report[J]. Publication of Australian Road Research Board, 1981,
    [13] 吴兵,李晔. 交通管理与控制-第3版[M].人民交通出版社, 2005.Wu Bing,Li Ye. Traffic Control and Management[M] China Communications Press, 2005.
    [14] 全永燊. 城市交通控制[M].人民交通出版社, 1989.Quan Yong Shen. Urban Traffic Control[M] China Communications Press,1989.
    [15] Urbanik Tom ,Tanaka Alison ,Lozner Bailey . Signal Timing Manual - Second Edition[M]. 2015.
    [16] TRB. Highway Capacity Manual 2010[M].trb miscellaneous publications 2010..
    [17] 杨晓光,白玉,马万经,等. 交通设计[M].人民交通出版社, 2010.Yang Xiaoguang, Bai Yu, Ma Wanjing. Traffic Design[M] China Communications Press,2010
    [18] Wong C. K. ,Heydecker B. G. . Optimal allocation of turns to lanes at an isolated signal-controlled junction[J]. Transportation Research Part B: Methodological, 2011, 45(4): 667-681.
    [19] Wong C. K. ,Wong S. C. . A Lane-Based Optimization Method for Minimizing Delay at Isolated Signal-Controlled Junctions[J]. Journal of Mathematical Modelling and Algorithms, 2003, 2(4): 379-406.
    [20] Wong C. K. , Wong S. C..Lane-based optimization of signal timings for isolated junctions[J].Transportation Research Part B,2003,37(1):63-84.
    [21] 赵靖,马万经,韩印. 出口车道左转交叉口几何及信号组合优化模型[J]. 中国公路学报, 2017, 30(02): 120-127.ZHAO Jing, MA Wan-jing, HAN Yin.Integrated Optimization Model of Layouts and Signal Timings of Exit-lanes for Left-turn Intersections[j]. China Journal of Highway and Transport, 2017, 30(02): 120-127.
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聂磊,马万经.基于车道等饱和度的交叉口车道功能优化模型[J].同济大学学报(自然科学版),2020,48(01):42~50

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  • 收稿日期:2019-04-03
  • 最后修改日期:2019-10-22
  • 录用日期:2019-06-26
  • 在线发布日期: 2020-01-20
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