Volume 41 Issue 3
Jun.  2023
Turn off MathJax
Article Contents
SHAO Jingbo, HUANG Ke, ZHANG Zhaolei, GAO Zhibo, XU Hu. A Cooperative Control Method of Variable Speed Limit and Lane Change for Mixed Traffic Flow on Continuous Bottlenecks of Freeway[J]. Journal of Transport Information and Safety, 2023, 41(3): 59-68. doi: 10.3963/j.jssn.1674-4861.2023.03.007
Citation: SHAO Jingbo, HUANG Ke, ZHANG Zhaolei, GAO Zhibo, XU Hu. A Cooperative Control Method of Variable Speed Limit and Lane Change for Mixed Traffic Flow on Continuous Bottlenecks of Freeway[J]. Journal of Transport Information and Safety, 2023, 41(3): 59-68. doi: 10.3963/j.jssn.1674-4861.2023.03.007

A Cooperative Control Method of Variable Speed Limit and Lane Change for Mixed Traffic Flow on Continuous Bottlenecks of Freeway

doi: 10.3963/j.jssn.1674-4861.2023.03.007
  • Received Date: 2022-08-10
    Available Online: 2023-09-16
  • A cooperative control method of variable speed limit and lane change for mixed traffic flow consisting traditional human-driven vehicles and connected and connected and automated vehicles (CAVs) is developed to mitigate the capacity drop due to mandatory lane change and mutual interference between bottlenecks in the freeway. The traditional cell transmission model (CTM) is modified to better predict the mixed traffic flow state under variable speed limit control. A reasonable length of lane change section under different traffic demands are then obtained using experimental simulation. The capacity drop due to mandatory lane change is alleviated by reminding the drivers of upstream vehicles. In this way, the performance for variable speed limit is improved. Meanwhile, variable speed limit is adopted to regulate high traffic demand for the vehicle to successfully change lane. The cooperative control framework is set up for continuous bottlenecks, where the traffic performance is optimized by minimizing the total travel time and speed difference. At last, different penetration rates of CAVs' impact on cooperative control is analyzed. Study results show that, compared to the results of no-control or only variable speed limit, the total travel time with cooperative control, respectively is reduced by 54.76% or 33.05%, and the total speed difference is reduced by 86.84% and 29.58%, respectively. In addition, study results also show that the penetration rate of CAVs has a positive impact on the performance of cooperative control and traffic operation: if the penetration rate increased from 0 to 0.5, the minimum speed limit can be increased from 30 km/h to 60 km/h, while the speed limit value is kept as the free speed when the penetration rate reaches 1; the total travel time reduces from 239.64 h to 158.86 h with cooperative control in place as the CAVs penetration rate increases. This study provides a reference for the active control of continuous bottlenecks of freeway under a mixed traffic environment.

     

  • loading
  • [1]
    ZHAO X, XU W, MA J, et al. Effects of connected vehicle-based variable speed limit under different foggy conditions based on simulated driving[J]. Accident Analysis & Prevention, 2019, 128: 206-216.
    [2]
    LYU P, LIN Y, WANG L, et al. Variable speed limit control for delay and crash reductions at freeway work zone area[J]. Journal of Transportation Engineering, Part A: Systems, 2017, 143(12): 04017062. doi: 10.1061/JTEPBS.0000099
    [3]
    于德新, 刘珩, 郑黎黎, 等. 高速公路瓶颈区域可变限速控制方法[J]. 交通运输系统工程与信息, 2018, 18(3): 120-125. https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201803019.htm

    YU D X, LIU H, ZHENG L L, et al. Variable speed limit control method for freeway bottleneck area[J]. Journal of Transportation Systems Engineering and Information Technology, 2018, 18(3): 120-125. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201803019.htm
    [4]
    HAN Y, CHEN D, AHN S. Variable speed limit control at fixed freeway bottlenecks using connected vehicles[J]. Transportation Research Part B: Methodological, 2017, 98: 113-134. doi: 10.1016/j.trb.2016.12.013
    [5]
    PAPAGEORGIOU M, KOSMATOPOILOS E, PAPAMICHAIL I. Effects of variable speed limits on motorway traffic flow[J]. Transportation Research Record, 2008, 2047(1): 37-48. doi: 10.3141/2047-05
    [6]
    WANG Y, IOANNOU P A. New model for variable speed limits[J]. Transportation Research Record, 2011, 2249(1): 38-43. doi: 10.3141/2249-06
    [7]
    HAO W, ZHANG Z, GAO Z, et al. Research on mandatory lane-changing behavior in highway weaving sections[J]. Journal of Advanced Transportation, 2020, 2020.
    [8]
    李霞, 李明烨, 张孝铭, 等. 人机混驾交通流交织区换道模型切换控制策略[J]. 交通信息与安全, 2022, 40(6): 45-52, 62. doi: 10.3963/j.jssn.1674-4861.2022.06.005

    LI X, LI M Y, ZHANG X M, et al. Switching control secision of lane-changing model in interweaving areas of mixed traffic flow with human-driving and autonomous vehicles[J]. Journal of Transport Information and Safety, 2022, 40(6): 45-52, 62. doi: 10.3963/j.jssn.1674-4861.2022.06.005
    [9]
    DONG C, WANG H, LI Y, et al. Route control strategies for autonomous vehicles exiting to off-ramps[J]. IEEE Transactions on Intelligent Transportation Systems, 2019, 21(7): 3104-3116.
    [10]
    ZHANG Y, IOANNOU P A. Combined variable speed limit and lane change control for highway traffic[J]. IEEE Transactions on Intelligent Transportation Systems, 2016, 18(7): 1812-1823.
    [11]
    张存保, 江周, 李薇, 等. 高速公路关联施工区可变限速协调控制方法[J]. 武汉理工大学学报(交通科学与工程版), 2017, 41(6): 905-909. doi: 10.3963/j.issn.2095-3844.2017.06.003

    ZHANG C B, JIANG Z, LI W, et al. Coordinated control method of variable speed limits for correlative work zones of freeway[J]. Journal of Wuhan University of Technology (Transportation Science and Engineering Edition), 2017, 41 (6): 905-909. (in Chinese) doi: 10.3963/j.issn.2095-3844.2017.06.003
    [12]
    DO W, ROUHANI O M, MIRANDA-MORENO L. Simulation-based connected and automated vehicle models on highway sections: A literature review[J]. Journal of Advanced Transportation, 2019, 2019.
    [13]
    RIOS-TORRES J, MALIKOPOULOS A A. Impact of connected and automated vehicles on traffic flow[C]. 2017 IEEE 20th International Conference on Intelligent Transportation Systems(ITSC), Mielparque Yokohama: IEEE, 2017.
    [14]
    GUO Y, XU H, ZHANG Y, et al. Integrated variable speed limits and lane-changing control for freeway lane-drop bottlenecks[J]. IEEE Access, 2020(8): 54710-54721.
    [15]
    孙剑, 殷炬元, 黎淘宁. 快速路入口匝道瓶颈宏观交通流模型[J]. 交通运输工程学报, 2019, 19(3): 122-133. https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201903013.htm

    SUN J, YIN J Y, LI T N. Macroscopic traffic flow model of expressway on-ramp bottlenecks[J]. Journal of Traffic and Transportation Engineering, 2019, 19(3): 122-133. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-JYGC201903013.htm
    [16]
    潘义勇, 王松. 网联自动驾驶环境下改进的加权MOBIL自主性换道决策模型[J]. 重庆交通大学学报(自然科学版), 2021, 40(5): 46-52, 101. https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT202105008.htm

    PAN Y Y, WANG S. Improved weighted MOBIL decision model for autonomous lane change in networked autopilot environment[J]. Journal of Chongqing Jiaotong University(Natural Science Edition), 2021, 40(5): 46-52, 101. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-CQJT202105008.htm
    [17]
    ZHOU M, QU X, JIN S. On the impact of cooperative autonomous vehicles in improving freeway merging: A modified intelligent driver model-based approach[J]. IEEE Transactions on Intelligent Transportation Systems, 2016, 18(6): 1422-1428.
    [18]
    TOLEDO T, ZOHAR D. Modeling duration of lane changes[J]. Transportation Research Record, 2007, 1999(1): 71-78.
    [19]
    何勇, 唐琤琤. 道路交通安全技术[M]. 北京: 人民交通出版社, 2008.

    HE Yong, TANG Cheng. Road traffic safety technology[M]. Beijing: China Communications Press, 2008.
    [20]
    YU M, FAN W D. Optimal variable speed limit control at a lane drop bottleneck: Genetic algorithm approach[J]. Journal of Computing in Civil Engineering, 2018, 32(6): 04018049.
  • 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(14)  / Tables(3)

    Article Metrics

    Article views (540) PDF downloads(58) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return