华南理工大学学报(自然科学版) ›› 2017, Vol. 45 ›› Issue (11): 1-9.doi: 10.3969/j.issn.1000-565X.2017.11.001

• 交通与运输工程 • 上一篇    下一篇

部分联网环境下交叉口排队长度估算与信号自适应控制

林培群1 雷永巍1 姚凯斌1 顾玉牧2   

  1. 1. 华南理工大学 土木与交通学院,广东 广州 510640; 2. 苏州设计研究院股份有限公司,江苏 苏州 215021
  • 收稿日期:2017-02-20 出版日期:2017-11-25 发布日期:2017-10-01
  • 通信作者: 林培群(1980-),男,博士,教授,主要从事车联网、智能交通研究 E-mail:pqlin@scut.edu.cn
  • 作者简介:林培群(1980-),男,博士,教授,主要从事车联网、智能交通研究
  • 基金资助:
    国家自然科学基金资助项目(61572233);广东省科技计划项目(2016A050502006,2016A030313786);广东省交通厅科技项目(201502062)

Estimation of Intersection Queue Length and Signal Adaptive Control in Partial Network Environment

LIN Pei-qun1 LEI Yong-wei1 YAO Kai-bin1 GU Yu-mu2   

  1. 1.School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640,Guangdong,China; 2.Suzhou Institute of Architectural Design Co.,Ltd.,Suzhou 53076,Jiangsu,China
  • Received:2017-02-20 Online:2017-11-25 Published:2017-10-01
  • Contact: 林培群(1980-),男,博士,教授,主要从事车联网、智能交通研究 E-mail:pqlin@scut.edu.cn
  • About author:林培群(1980-),男,博士,教授,主要从事车联网、智能交通研究
  • Supported by:
    Supported by the National Natural Science Foundation of China(61572233) and the Science and Technology Planning Project of Guangdong Province(2016A050502006,2016A030313786)

摘要: 为改善城市道路交叉口的交通拥堵状况,克服传统交叉口感应控制的弊端,提出 了部分车辆联网环境下交叉口实时车辆排队长度的估测算法,建立了基于延误时间最小 化的通行优先级计算模型,在此基础上综合考虑交叉口通行安全等因素,设计了交通流向 动态组合的交叉口自适应控制方法. 为了验证模型与方法的准确性和可行性,通过对 VISSIM-COM 编程完整地实现了上述控制逻辑,并选取典型交叉口进行仿真验证. 结果表 明:文中提出的排队长度估测算法具有较高的准确性;相比传统感应控制和固定配时设 计,文中提出的控制模型在交叉口平均排队长度方面的优化幅度达 70%,平均延误时间 分别降低约 65%和 55%,并且弥补了传统感应控制在接近饱和及过饱和交通状态下疏导 能力不足的缺陷,有效地提高了交叉口运行效率.

关键词: 城市交通, 车联网, 交叉口, 排队长度估算, 自适应控制

Abstract: In order to ease the congestion problem in urban intersections and overcome the drawbacks of the tradi- tional traffic-responsive strategy,a real-time vehicle queue length estimation algorithm for the intersections in the environment of partial internet-of-vehicles is proposed,and a traffic flow priority calculation model is constructed to minimize delay time.On this basis,by comprehensively considering such factors as the traffic safety at intersec- tions,an adaptive intersection control method with dynamic traffic flow arrangement is designed.In order to verify the accuracy and feasibility of the proposed model and method,the above-mentioned control logic is implemented by the VISSIM-COM programming,and a typical intersection is selected to conduct a simulation.The result shows that (1) the proposed queue length estimation algorithm is of a higher accuracy; (2) as compared with the tradi- tional traffic-responsive strategy and the fixed-time strategy,the proposed control model achieves an 70% increase in average queue length,with an average delay decrease of about 65% and 55% respectively; and (3) the pro- posed model makes up for the deficiency of the traditional traffic-responsive strategy in easing the traffic near or over the saturation point,and effectively improves the operating efficiency at intersections.

Key words: urban traffic, connected vehicle network, intersection, queue length estimation, adaptive control