吉林大学学报(工学版) ›› 2015, Vol. 45 ›› Issue (1): 75-81.doi: 10.13229/j.cnki.jdxbgxb201501012

• 论文 • 上一篇    下一篇

渠化可变导向车道交叉口预设信号配时优化模型

李丽丽1,姚荣涵2,周红媚2,王鹏飞2   

  1. 1.交通运输部管理干部学院 现代交通运输发展研究中心, 北京 101601;
    2.大连理工大学 交通运输学院, 辽宁 大连 116024
  • 收稿日期:2013-06-11 出版日期:2015-02-01 发布日期:2015-02-01
  • 通讯作者: 周红媚(1981), 女, 讲师, 博士.研究方向:智能交通系统,交通安全.E-mail:hzhou@dlut.edu.cn
  • 作者简介:李丽丽(1979), 女, 副研究员, 博士.研究方向:交通组织设计.E-mail:lilili@bjjtxy.bj.cn
  • 基金资助:
    交通运输部应用基础研究项目(2013319226070); 同济大学道路与交通工程教育部重点实验室开放基金项目(K201206).

Optimization model for pretimed signals at an intersection with reversible approach lanes

LI Li-li1, YAO Rong-han2, ZHOU Hong-mei2, WANG Peng-fei2   

  1. 1.Center for Modern Transportation Development Research, Transport Management Institute, Ministry of Transport of the People's Republic of China, Beijing 101601, China;
    2.School of Transportation and Logistics, Dalian University of Technology, Dalian 116024, China
  • Received:2013-06-11 Online:2015-02-01 Published:2015-02-01

摘要: 为了充分利用渠化可变导向车道交叉口的时空资源,建立了以交叉口车辆总延误最小为优化目标、以可变导向车道功能和相位有效绿灯时间为决策变量的预设信号配时优化模型。使用交通仿真软件VISSIM对本文模型进行了模拟验证。结果表明,可变导向车道功能和相位有效绿灯时间存在最佳组合,这种组合能使各股车流的车均延误最小、各进口道的平均排队长度和最大排队长度最短。为了进一步考虑多时段信号控制问题,提出了渠化可变导向车道交叉口多时段预设信号配时设计流程。研究成果能够合理地设定信号交叉口任一时段可变导向车道功能与信号配时方案,可以有效地提高交通流运行效率,为可变导向车道控制提供理论依据与方法。

关键词: 交通运输系统工程, 可变导向车道, 预设信号, 信号配时, 优化模型

Abstract: To fully utilize the time-space resources of an intersection with reversible approach lanes, an optimization model was developed for pretimed signals. The objective of this model is to minimize the total delay for all vehicles. The decision variables are the function of each reversible approach lane and the effective green time per signal phase. This model was validated by a case using the traffic simulation software VISSIM.The results indicate that there is an optimal combination of the two variables by which the average delay per vehicle for each movement, the average queue length and the maximum queue length on each approach can be minimized. To further consider the multi-period signal control, the procedure of the multi-period pretimed signal timing design for an intersection with reversible approach lanes was proposed. The research achievement can reasonably allocate the function of each reversible approach lane and the signal timing scheme during any time period for a signalized intersection, effectively improving the operation efficiency of traffic flow and providing a theoretical basis and method for the control of reversible approach lanes.

Key words: engineering of communications and transportation system, reversible approach lane, pretimed signal, signal timing, optimization model

中图分类号: 

  • U491
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