交通运输系统工程与信息

交通运输系统工程与信息 ›› 2008, Vol. 8 ›› Issue (1): 118-122 .

• 系统工程理论与方法 • 上一篇    下一篇

信号交叉口延误-通行能力联合优化配时方法研究

张鹏;常玉林*   

  1. 江苏大学 汽车与交通工程学院 江苏 镇江 212013
  • 收稿日期:2007-09-19 修回日期:2007-11-27 出版日期:2008-02-25 发布日期:2008-02-25
  • 通讯作者: 常玉林
  • 作者简介:张鹏（1982-），男，江苏徐州人，助教，硕士.
  • 基金资助:

    江苏省交通厅干线公路交叉口选型及优化设计项目研究（06Y036）.

Signal-timing of Intersections Based on Integrated Optimization of Delay and Capacity

ZHANG Peng;CHANG Yu-lin   

  1. School of Automobile and Traffic Engineering , Jiangsu University , Zhenjiang 212013, Jiangsu,China
  • Received:2007-09-19 Revised:2007-11-27 Online:2008-02-25 Published:2008-02-25
  • Contact: CHANG Yu-lin

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被引次数

25

摘要： 分析了F-B配时方法延误计算模型的缺陷。证明了上海配时方法的结果是各个相位的饱和度为1。建立了延误-通行能力联合优化配时模型，以延误与通行能力之比最小为优化目标。应用分析表明：F-B配时方法使车均延误比现状减少了1.65s；上海配时方法使车均延误减少了8.15s，但通行能力降低了422pcu/h；联合优化配时法使车均延误减少了9.46s，通行能力保持了现状水平。

关键词: 交通控制, 信号交叉口, 配时, 延误, 通行能力

Abstract: This paper analyzes the limitation of delay-model used by F-B signal-planning method, proves that the saturation of phases is 1 adopting Shanghai signal-planning method. This paper sets up a new signal-planning method based on integrated optimization of delay and capacity, and the aim is the minimum of ratio of delay and capacity. And then according to plan signal time: if the F-B signal-planning method is adopted, the average delay of vehicles is decreased by 1.65s compared to actuality. If the Shanghai signal-planning method is used, the average delay is decreased by 8.15s, but the capacity of intersection is decreased by 422pcu/h. If the integrated optimization method is adopted, the average delay is decreased by 9.46s, and the capacity of the intersection is as much as now.

Key words: traffic control, signal intersection, signal planning, delay, capacity

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