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城市可变信息标识选址算法

四兵锋 陈伯阳 蒋明清 杨小宝

四兵锋, 陈伯阳, 蒋明清, 杨小宝. 城市可变信息标识选址算法[J]. 交通运输工程学报, 2015, 15(6): 110-117. doi: 10.19818/j.cnki.1671-1637.2015.06.014
引用本文: 四兵锋, 陈伯阳, 蒋明清, 杨小宝. 城市可变信息标识选址算法[J]. 交通运输工程学报, 2015, 15(6): 110-117. doi: 10.19818/j.cnki.1671-1637.2015.06.014
SI Bing-feng, CHEN Bo-yang, JIANG Ming-qing, YANG Xiao-bao. Locating algorithm of urban variable message signs[J]. Journal of Traffic and Transportation Engineering, 2015, 15(6): 110-117. doi: 10.19818/j.cnki.1671-1637.2015.06.014
Citation: SI Bing-feng, CHEN Bo-yang, JIANG Ming-qing, YANG Xiao-bao. Locating algorithm of urban variable message signs[J]. Journal of Traffic and Transportation Engineering, 2015, 15(6): 110-117. doi: 10.19818/j.cnki.1671-1637.2015.06.014

城市可变信息标识选址算法

doi: 10.19818/j.cnki.1671-1637.2015.06.014
基金项目: 

国家973计划项目 2012CB725400

国家自然科学基金项目 71571013

国家自然科学基金项目 71210001

详细信息
    作者简介:

    四兵锋(1972-), 男, 河北邢台人, 北京交通大学教授, 工学博士, 从事交通规划与管理研究

  • 中图分类号: U491

Locating algorithm of urban variable message signs

More Information
    Author Bio:

    SI Bing-feng(1972-), male, professor, PhD, +86-10-51684589, bfsi@bjtu.edu.cn

  • 摘要: 考虑了道路等级、交通流量与道路运行状态等静态因素, 以及信息叠加特征的动态因素; 提出了一种考虑路段属性的城市可变信息标识(VMS)选址算法, 运用回溯法的思想, 针对与交通诱导密切相关的4个主要路段属性, 包括道路等级、交通流量、布设效果与信息叠加度, 对路段进行多层次筛选; 引入2个参数, 分别为路段交通流量和布设效果的遍历范围, 通过调整这2个参数, 控制不同属性之间的重要程度; 基于北京市某局部路网对算法进行了验证。验证结果表明: 当这2个引入参数由0.3增大到0.6时, 布设路段顺序会发生改变, 等级较高的路段即使交通流量较小也会得到优先布设, 处于同一交通流量区间的路段, 布设效果大的路段优先布设; 在实际应用中, 如果要求VMS多布设在等级较高的路段上, 可以通过调整算法参数而进行布设顺序的调整。

     

  • 图  1  算法流程

    Figure  1.  Algorithm flow

    图  2  研究区域

    Figure  2.  Research zone

    图  3  路网拓扑结构

    Figure  3.  Topology structure of road network

    图  4  αd=βd=0.3时布设路段拓扑结构

    Figure  4.  Topology structure of layout road sections when αd=βd=0.3

    图  5  αd=βd=0.6时布设路段拓扑结构

    Figure  5.  Topology structure of layout road sections when αd=βd=0.6

    表  1  部分路段信息

    Table  1.   Informations of some roads

    表  2  集合J1中路段信息

    Table  2.   Informations of road sections in set J1

    表  3  αd=βd=0.3时前9个布设路段信息

    Table  3.   Informations of first 9 layout road sections when αd=βd=0.3

    表  4  αd=βd=0.6时前9个布设路段信息

    Table  4.   Informations of first 9 layout road sections when αd=βd=0.6

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出版历程
  • 收稿日期:  2015-08-16
  • 刊出日期:  2015-06-25

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