交通与运输工程

部分联网环境下交叉口排队长度估算与信号自适应控制

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  • 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
林培群(1980-),男,博士,教授,主要从事车联网、智能交通研究

收稿日期: 2017-02-20

  网络出版日期: 2022-11-22

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

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  • 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
林培群(1980-),男,博士,教授,主要从事车联网、智能交通研究

Received date: 2017-02-20

  Online published: 2022-11-22

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.

本文引用格式

林培群 雷永巍 姚凯斌 顾玉牧 . 部分联网环境下交叉口排队长度估算与信号自适应控制[J]. 华南理工大学学报(自然科学版), 2017 , 45(11) : 1 -9 . DOI: 10.3969/j.issn.1000-565X.2017.11.001

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.
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