Volume 24 Issue 6
Dec.  2024
Turn off MathJax
Article Contents
Article Navigation >  Journal of Traffic and Transportation Engineering  > 2024  >  24(6): 197-211
WANG Hao, XIE Ning. Joint optimization model of tram departure plan and multi-modal and multi-path traffic green waves[J]. Journal of Traffic and Transportation Engineering, 2024, 24(6): 197-211. doi: 10.19818/j.cnki.1671-1637.2024.06.014
Citation: WANG Hao, XIE Ning. Joint optimization model of tram departure plan and multi-modal and multi-path traffic green waves[J]. Journal of Traffic and Transportation Engineering, 2024, 24(6): 197-211. doi: 10.19818/j.cnki.1671-1637.2024.06.014
shu

Joint optimization model of tram departure plan and multi-modal and multi-path traffic green waves

doi: 10.19818/j.cnki.1671-1637.2024.06.014
  • 1.

    Jiangsu Provincial Collaborative Innovation Center for Modern Urban Traffic Technologies, Southeast University, Nanjing 211189, Jiangsu, China

  • 2.

    Jiangsu Key Laboratory of Urban ITS, Southeast University, Nanjing 211189, Jiangsu, China

  • 3.

    School of Transportation, Southeast University, Nanjing 211189, Jiangsu, China

Funds:

National Natural Science Foundation of China 52472341

More Information
  • Author Bio:

    WANG Hao(1980-), professor, PhD, haowang@seu.edu.cn

  • Received Date: 2024-06-16
  • Publish Date: 2024-12-25
    Abstract
  • Addressing the issue of low traffic efficiency of trams and incoordination between trams and motor vehicles, a joint optimization model of tram departure plan and multi-modal and multi-path traffic green waves was proposed. The relationship between the frequency of signal priority control activation at intersections and traffic signal control schemes of trams and tram departure intervals was analyzed, and traffic signal cycles at intersections and tram departure intervals were coordinated to minimize the priority control frequency. A multi-modal and multi-path traffic signal coordinated control model was established with the optimization objective of maximizing the green wave bandwidth for road motor vehicles. Based on the model, the offsets, phase sequences, and travel times of road traffic and trams can be optimized, and the multi-path segmented green waves for road motor vehicles and multi-path green waves for trams can be generated as well. The model was verified by a case study and compared with other two models. Research results indicate that compared to the Multiband model and other time table and signal control joint optimization model, the proposed method coordinates the traffic signal cycles and tram departure intervals, and reduces the number of priority controls by 6 and 4, respectively, significantly reducing the impact of priority control on road motor vehicles. The model also optimizes the traffic signal control schemes and provides multi-path green waves for both trams and road motor vehicles, with the minimum bandwidth of motor vehicle green wave no less than 25 s. Compared to the other two models, the average speed of the proposed method improves by 29.36% and 27.85%, the average delay reduces by 42.24% and 35.03%, and the average total travel time reduces by 30.75% and 28.02%, respectively. Considering the improvement of multi-modal traffic network efficiency of tram priority control, the proposed model reduces the per capita delay by more than 17.60%.

     

    • FullText(HTML)
  • loading
    • References(27)
  • [1]
    王昊, 谢凝. 考虑有轨电车效率的干线分段绿波协调优化模型[J]. 华南理工大学学报(自然科学版), 2023, 51(1): 95-105.

    WANG Hao, XIE Ning. Coordinated optimization model of arterial segmented green waves considering the efficiency of tram operation[J]. Journal of South China University of Technology (Natural Science Edition), 2023, 51(1): 95-105. (in Chinese)
    [2]
    NOVALES M, ORRO A, BUGARIN M R. The tram-train: state of the art[J]. Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit, 2002, 216(1): 1-13. http://www.researchgate.net/publication/245390455_The_tram-train_State_of_the_art
    [3]
    RESTEL F, WOLNIEWICZ L. Tramway reliability and safety influencing factors[J]. Procedia Engineering, 2017, 187: 477-482. doi: 10.1016/j.proeng.2017.04.403
    [4]
    MORGAN J T, LITTLE J D C. Synchronizing traffic signals for maximal bandwidth[J]. Operations Research, 1964, 12(6): 896-912. doi: 10.1287/opre.12.6.896
    [5]
    LITTLE J D C. The synchronization of traffic signals by mixed-integer linear programming[J]. Operations Research, 1966, 14(4): 568-594. doi: 10.1287/opre.14.4.568
    [6]
    LITTLE J D C, KELSON M D, GARTNER N H. Maxband: a program for setting signals on arteries and triangular networks[J]. Transportation Research Record, 1981, 795: 40-46. http://18.7.29.232/bitstream/handle/1721.1/1979/SWP-1185-08951478.pdf?sequence=1
    [7]
    GARTNER N H, ASSMANN S F, LASAGA F, et al. Multiband—a variable-bandwidth arterial progression scheme[J]. Transportation Research Record, 1990, 1287: 212-222. http://doc.paperpass.com/foreign/rgArti19903534539.html
    [8]
    GARTNER N H, ASSMAN S F, LASAGA F, et al. A multi-band approach to arterial traffic signal optimization[J]. Transportation Research Part B: Methodological, 1991, 25(1): 55-74. doi: 10.1016/0191-2615(91)90013-9
    [9]
    STAMATIADIS C, GARTNER N. Multiband-96: a program for variable-bandwidth progression optimization of multiarterial traffic networks[J]. Transportation Research Record, 1996, 1554: 9-17. doi: 10.1177/0361198196155400102
    [10]
    GARTNER N H, STAMATIADIS C. Arterial-based control of traffic flow in urban grid networks[J]. Mathematical and Computer Modelling, 2002, 35(5/6): 657-671. http://www.sciencedirect.com/science/article/pii/S0895717702800279/pdf?md5=9df8e2a7d74b80646e0074eaa4ef84ac&pid=1-s2.0-S0895717702800279-main.pdf
    [11]
    MA W J, ZOU L, AN K, et al. A partition-enabled multi-mode band approach to arterial traffic signal optimization[J]. IEEE Transactions on Intelligent Transportation Systems, 2019, 20(1): 313-322. doi: 10.1109/TITS.2018.2815520
    [12]
    ZHANG C, XIE Y C, GARTNER N H, et al. AM-Band: an asymmetrical multi-band model for arterial traffic signal coordination[J]. Transportation Research Part C: Emerging Technologies, 2015, 58: 515-531. doi: 10.1016/j.trc.2015.04.014
    [13]
    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
    [14]
    周洋帆, 王莹, 韦伟, 等. 考虑运行图约束的有轨电车干线信号协调优化模型[J]. 交通运输系统工程与信息, 2018, 18(2): 73-79.

    ZHOU Yang-fan, WANG Ying, WEI Wei, et al. An arterial signal coordination optimization model for trams considering timetable constraints[J]. Journal of Transportation Systems Engineering and Information Technology, 2018, 18(2): 73-79. (in Chinese)
    [15]
    ZHOU Y F, JIA S P, MAO B H, et al. An arterial signal coordination optimization model for trams based on modified AM-BAND[J]. Discrete Dynamics in Nature and Society, 2016, 2016: 5028095. http://downloads.hindawi.com/journals/ddns/2016/5028095.pdf
    [16]
    王昊, 黎冬平, 孙国鼎. 直左复线有轨电车干线可变带宽绿波模型[J]. 交通运输系统工程与信息, 2021, 21(2): 73-81.

    WANG Hao, LI Dong-ping, SUN Guo-ding. Multiband model for arterial traffic involving straight and left turn trams[J]. Journal of Transportation Systems Engineering and Information Technology, 2021, 21(2): 73-81. (in Chinese)
    [17]
    王昊, 李昌泽. 考虑转向有轨电车线路的干线绿波优化[J]. 交通运输工程学报, 2020, 20(1): 204-214. doi: 10.19818/j.cnki.1671-1637.2020.01.017

    WANG Hao, LI Chang-ze. Optimization of arterial green-wave considering turning tram lines[J]. Journal of Traffic and Transportation Engineering, 2020, 20(1): 204-214. (in Chinese) doi: 10.19818/j.cnki.1671-1637.2020.01.017
    [18]
    姚东成. 有轨电车线网交通信号协调控制方法[D]. 南京: 东南大学, 2020.

    YAO Dong-cheng. A coordination control method for traffic signal of tram network[D]. Nanjing: Southeast University, 2020. (in Chinese)
    [19]
    FOX C. Tram priority in a co-ordinated traffic signal system[J]. Australian Road Research, 1984, 12(4): 160-170. http://trid.trb.org/view/211601
    [20]
    伏筱堃, 曹从咏, 李冰, 等. 现代有轨电车条件下的交叉口信号控制方法[J]. 交通信息与安全, 2020, 38(6): 46-54.

    FU Xiao-kun, CAO Cong-yong, LI Bing, et al. A signal control method at intersection under a condition of modern tram[J]. Journal of Transport Information and Safety, 2020, 38(6): 46-54. (in Chinese)
    [21]
    MIRCHANDANI P B, LUCAS D E. Integrated transit priority and rail/emergency preemption in real-time traffic adaptive signal control[J]. Journal of Intelligent Transportation Systems, 2004, 8(2): 101-115. doi: 10.1080/15472450490437799
    [22]
    SERMPIS D, PAPADAKOS P, FOUSEKIS K. Tram priority at signal-controlled junctions[J]. Proceedings of the Institution of Civil Engineers—Transport, 2012, 165(2): 87-96. doi: 10.1680/tran.2012.165.2.87
    [23]
    ZHANG T, MAO B H, XU Q, et al. Timetable optimization for a two-way tram line with an active signal priority strategy[J]. IEEE Access, 2019, 7: 176896-176911. doi: 10.1109/ACCESS.2019.2957437
    [24]
    周雯. 有轨电车时刻表与信号优先协同优化[D]. 北京: 北京交通大学, 2020.

    ZHOU Wen. Integrated optimization of tram schedule and signal priority[D]. Beijing: Beijing Jiaotong University, 2020. (in Chinese)
    [25]
    张海军, 胡军红, 杨敏. 现代有轨电车最小发车间隔及相关指标研究[J]. 城市轨道交通研究, 2017, 20(12): 25-28, 32.

    ZHANG Hai-jun, HU Jun-hong, YANG Min. On the minimum departure interval of modern tram and the relevant indexes[J]. Urban Mass Transit, 2017, 20(12): 25-28, 32. (in Chinese)
    [26]
    SHI J G, SUN Y S, SCHONFELD P, et al. Joint optimization of tram timetables and signal timing adjustments at intersections[J]. Transportation Research Part C: Emerging Technologies, 2017, 83: 104-119. doi: 10.1016/j.trc.2017.07.014
    [27]
    胡军红, 张海军, 吴迪, 等. 现代有轨电车适宜客流负荷强度研究[J]. 南京工业大学学报: 自然科学版, 2016, 38(6): 107-111. doi: 10.3969/j.issn.1671-7627.2016.06.018

    HU Jun-hong, ZHANG Hai-jun, WU Di, et al. Study on the passenger flow intensity of modern tram[J]. Journal of Nanjing Tech University (Natural Science Edition), 2016, 38(6): 107-111. (in Chinese) doi: 10.3969/j.issn.1671-7627.2016.06.018
    • Relative Articles
    • Supplements(0)
    • Cited By
  • 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
    Get Citation
    PDF
    XML

    Article Metrics

    Article views (69) PDF downloads(9) Cited by()
    Proportional views
    Related

    Copyright《Journal of Traffic and Transportation Engineering》编辑部陕ICP备05001904号-1

    Address ：Editorial Department of Journal of Traffic and Transportation Engineering, Chang 'an University, Middle Section of South Second Ring Road, Xi 'an, Shaanxi（710064） Tel：029-82334388 Email：jygc@chd.edu.cn

    All visit:Today's visit:

    Supported by: Beijing Renhe Information Technology Co. Ltd    

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return