交通运输系统工程与信息 ›› 2012, Vol. 12 ›› Issue (增1): 73-79.

• 城市道路智能系统 • 上一篇    下一篇

过饱和下的干道单向动态协调控制模型研究

徐建闽*,郑淑鉴   

  1. 华南理工大学 土木与交通学院, 广州 510640
  • 收稿日期:2011-12-05 修回日期:2012-01-29 出版日期:2012-12-28 发布日期:2012-06-06
  • 作者简介:徐建闽(1960 - ),男,山东招远人,博士,教授.
  • 基金资助:

    国家自然科学基金自由申请项目(50878088);教育部高校博士点基金项目(200805610005);广东省工业科技攻关计划项目(2008B010200010).

Dynamic Coordinated Control Model for Oneway Oversaturated Arterial Road

XU Jian-Min, ZHENG Shu-Jian   

  1. School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China
  • Received:2011-12-05 Revised:2012-01-29 Online:2012-12-28 Published:2012-06-06

摘要: 在干道过饱和交通状态下,以协调方向通过的车辆数最大为目标,引入排队管理策略的权重因子,建立了动态协调控制模型的目标函数;从相位差、协调相位绿灯时间、排队管理策略和协调相位驶离交叉口车流量四个方面分析了模型的约束条件;提出了四种不同的排队管理策略,阐述了其具体的内容,并对各种策略下对应的权重因子的计算公式进行了分析;综合目标函数和约束条件,建立了干道单向动态协调控制模型.最后以佛山市季华路为案例,通过对VISSIM仿真评价数据进行分析,验证了模型能够有效减少交叉口的排队长度,减少干道的延误时间和提高干道的通行能力.

关键词: 交通工程, 过饱和, 协调控制, 排队管理

Abstract: In the coordination direction of oversaturated arterial road, this paper presents an objective function of the dynamic coordinated control model to maximize the number of through vehicle by introducing the queue management strategy weighting factor. The constraints of the model are analyzed from offset, green time of the coordination phase, queue management strategy and the traffic volume leaving the intersection in the coordination phase. Four different queue management strategies are put forward to describe their specific content and analyze their corresponding weight factor formulas in each strategy. Integrating the objective function and constraints, the dynamic coordinated control model is developed for oneway oversaturated arterial road. Finally, taking the Jihua Road in Foshan city of China as the case, the data from the VISSIM simulation shows that the model can effectively reduce the queue length and delay, and improve the capacity of the arterial road as well.

Key words: traffic engineering, oversaturation, coordinated control, queue management

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