Volume 39 Issue 3
Jun.  2021
Turn off MathJax
Article Contents
ZHANG Jingsi, LI Zhenlong, XING Guanyang. Multi-Objective Optimization for Coordinated Control of Double-cycling Arterial Signals Considering Dynamic Vehicle Speeds[J]. Journal of Transport Information and Safety, 2021, 39(3): 60-67. doi: 10.3963/j.jssn.1674-4861.2021.03.008
Citation: ZHANG Jingsi, LI Zhenlong, XING Guanyang. Multi-Objective Optimization for Coordinated Control of Double-cycling Arterial Signals Considering Dynamic Vehicle Speeds[J]. Journal of Transport Information and Safety, 2021, 39(3): 60-67. doi: 10.3963/j.jssn.1674-4861.2021.03.008

Multi-Objective Optimization for Coordinated Control of Double-cycling Arterial Signals Considering Dynamic Vehicle Speeds

doi: 10.3963/j.jssn.1674-4861.2021.03.008
  • Received Date: 2020-12-14
  • Arterial coordination control usually aims at maximizing the traffic efficiency in the main direction, which leads to a large delay in the cross street of some minor intersections.Based on the cooperative vehicle infrastructure, the work studies the multi-objective optimization method of double-cycling arterials under speed guidance.Aiming at the saturated and unsaturated traffic flow at the upstream intersection, a dynamic speed guidance model considering queue dissipation and offset is proposed.Furthermore, a double-cycling arterials multi-objective optimization model is constructed taking the average delay time, the average number of stops, the capacity of arterials, and the average delay of the double-cycling intersection as the comprehensive optimization objectives.Then, the genetic algorithm is used to solve the model to obtain the optimized coordinated signal-timing scheme.Based on the COM interface, the cooperative vehicle infrastructure environment is built using Python and Vissim software, and the model is simulated by taking three intersections of Guanganmen Inner Street in Beijing as a case study.The results of this model are compared with those of the original scheme and the multi-objective optimization model of the double-cycling artery without speed guidance.Compared with the original scheme and the multi-objective optimization model without speed guidance, the average delay of arterial is reduced by 19.6% and 8.3%; the capacity increased by 5.6% and 8.4%; the average number of stops is reduced by 11.2% and 24.2%; the average delay of the cross street of the double-cycling intersection re-duced by 33.9% and 5.8%, respectively.The results show that this model combines speed guidance with multi-objective optimization to achieve dynamic speed guidance, with the increased traffic efficiency of the double-cycling artery, the reduced delay of a cross street at a double-cycling intersection, and the mutual optimization of the artery and double-cycling intersection.

     

  • loading
  • [1]
    李瑞敏, 章立辉. 城市交通信号控制[M]. 北京: 清华大学出版社, 2015.

    LI Ruimin, ZHANG Lihui. Urban traffic signal control[M]. Beiing: Tsinghua University Press, 2015. (in Chinese)
    [2]
    陈昕, 张弛. 基于绿波带中心线交点的双向绿波控制图解法[J]. 辽宁工业大学学报(自然科学版), 2017, 37(2): 137-140. https://www.cnki.com.cn/Article/CJFDTOTAL-LNGX201702016.htm

    CHEN Xin, ZHANG Chi. Graphic method of bidirectional green wave control based on centerline intersection of green wave band[J]. Journal of Liaoning University of Technology(Natural Science Edition), 2017, 37(2): 137-140. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-LNGX201702016.htm
    [3]
    LU K, HU J, HUANG J, et al. Optimization model for network progression coordinated control under the signal design mode of split phasing[J]. IET Intelligent Transport Systems, 2017, 11(8): 459-466. doi: 10.1049/iet-its.2016.0326
    [4]
    卢凯, 徐广辉, 林观荣, 等. 绿灯终点型双向绿波协调控制数解算法[J]. 中国公路学报, 2019, 32(11): 202-211. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201911021.htm

    LU Kai, XU Guanghuil, LIN Guanrong, et al. Algebraic method of bidirectional green wave coordinated control of the end of green time[J]. China Journal of Highway and Transport, 2019, 32(11): 202-211. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201911021.htm
    [5]
    MAX, MAD, YUAN J, et al. Bandwidth optimisation and parameter analysis at two adjacent intersections based on set operations[J]. IETIntelligent Transport Systems, 2020, 14(7): 684-692. doi: 10.1049/iet-its.2019.0561
    [6]
    WU W, LI P K, ZHANG Y. Modelling and simulation of vehicle speed guidance in connected vehicle environment[J]. International Journal of Simulation Modelling, 2015, 14(1): 145-157.
    [7]
    鹿应荣, 许晓彤, 丁川, 等. 车联网环境下信号交叉口车速控制策略[J]. 交通运输系统工程与信息, 2018, 18(1): 50-58+95. https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201801009.htm

    LU Yingrong, XU Xiaotong, DING Chuan, et al. A speed control strategy at signalized intersection under connected vehicle environment[J]. Journal of Transportation Systems Engineering and Information Technology, 2018, 18(1): 50-58+95. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201801009.htm
    [8]
    YANG B W, WANG Y Z, HU J M, et al. A traffic efficiency promotion algorithm for urban arterial roads based on speed guidance[C]. 2013 International Conference on Connected Vehicles and Expo(ICCVE), Las Vegas, USA: IEEE, 2013.
    [9]
    刘洋. 基于多目标优化模型的中小城市信号优化配时研究[D]. 西安: 长安大学, 2017.

    LIU Yang. The study of optimizing timing signal based on the multi-objective model in the small and medium-sized cities[D]. Xi'an, Chang'an University, 2017. (in Chinese)
    [10]
    王兆艳. 城市道路干线交通信号协调控制与优化研究[D]. 沈阳: 沈阳建筑大学, 2019.

    WANG Zhaoyan. Study on urban arterial road traffic signal coordinated and optimization[D]. Shenyang: Shenyang Jianzhu University, 2019.
    [11]
    高云峰, 胡华, 韩皓, 等. 城市道路交叉口群信号协调控制多目标优化与仿真[J]. 中国公路学报, 2012, 25(6): 129-135. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201206024.htm

    GAO Yunfeng, HU Hua, HAN Hao, et al. Multi-objective optimization and simulation for urban road intersection group traffic signal control[J]. China Journal of Highway and Transport, 2012, 25(6): 129-135. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL201206024.htm
    [12]
    ZHOU H, HAWKINS Jr H G, ZHANG Y. Arterial signal coordination with uneven double cycling[J]. Transportation Research Part A: Policy and Practice, 2017(103): 409-429. http://www.sciencedirect.com/science/article/pii/S0965856416305146
    [13]
    陈宁宁, 赵力萱, 谢智权, 等. 考虑路口信号周期差异的绿波协调控制算法研究[C]. 第十一届中国智能交通年会, 重庆: 中国智能交通协会, 2016.

    CHEN Ningning, ZHAO Lixuan, XIE Zhiquan, et al. Algorithm for greenwave coordination control considering signal cycle difference between the intersections[C]. The 11th China Intelligent Transportation Annual Conference, Chongqing: China Intelligent Transportation Association, 2016. (in Chinese)
    [14]
    荆彬彬, 徐建闽, 鄢小文. 适于双周期的干道绿波信号协调控制模型[J]. 交通运输系统工程与信息, 2018, 18(1): 73-80+95. https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201801012.htm

    JING Binbin, XU Jianmin, YAN Xiaowen. Arterial signal coordination control model for double-cycle signal control[J]. Journal of Transportation Systems Engineering and Information Technology, 2018, 18(1): 73-80+95. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201801012.htm
    [15]
    荆彬彬, 卢凯, 鄢小文, 等. 车路协同下基于速度引导的双周期干道绿波协调控制方法[J]. 华南理工大学学报(自然科学版), 2016, 44(8): 147-154. https://www.cnki.com.cn/Article/CJFDTOTAL-HNLG201608021.htm

    JING Binbin, LU Kai, YAN Xiaowen, et al. Double-cycle arterial green wave coordination control method based on speed guidance in vehicle infrastructure integration[J]. Journal of South China University of Technology(Natural Science Edition), 2016, 44(8): 147-154. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-HNLG201608021.htm
    [16]
    吴伟, 马万经, 杨晓光. 车路协同环境下基于动态车速的相位差优化模型[J]. 控制理论与应用, 2014, 31(4): 519-524. https://www.cnki.com.cn/Article/CJFDTOTAL-KZLY201404015.htm

    WU Wei, MA Wanjing, YANG Xiaoguang. Dynamic speed-based signal offset optimization model within vehicle infrastructure integration environment[J]. Control Theory & Applications, 2014, 31(4): 519-524. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-KZLY201404015.htm
    [17]
    AKCELIK R. Traffic signals: Capacity and timing analysis(seventh reprint)[R]. ARRBTransport Research Ltd: Australia, 1988.
    [18]
    任福田, 刘小明, 荣建, 等, 译. 美国道路通行能力手册HCM2000[M]. 北京: 人民交通出版社, 2007.

    REN Futian, LIU Xiaoming, RONG Jian, et al. Trans. American Highway Capacity Manual HCM2000[M]. Beijing: People's Communications Press, 2007. (in Chinese)
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(3)  / Tables(5)

    Article Metrics

    Article views (438) PDF downloads(29) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return