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随机用户均衡交通分配问题的蚁群优化算法

杨临涧 赵祥模 贺冰花 魏秋月 安毅生

杨临涧, 赵祥模, 贺冰花, 魏秋月, 安毅生. 随机用户均衡交通分配问题的蚁群优化算法[J]. 交通运输工程学报, 2018, 18(3): 189-198. doi: 10.19818/j.cnki.1671-1637.2018.03.019
引用本文: 杨临涧, 赵祥模, 贺冰花, 魏秋月, 安毅生. 随机用户均衡交通分配问题的蚁群优化算法[J]. 交通运输工程学报, 2018, 18(3): 189-198. doi: 10.19818/j.cnki.1671-1637.2018.03.019
YANG Lin-jian, ZHAO Xiang-mo, HE Bing-hua, WEI Qiu-yue, AN Yi-sheng. An ant colony optimization algorithm of stochastic user equilibrium traffic assignment problem[J]. Journal of Traffic and Transportation Engineering, 2018, 18(3): 189-198. doi: 10.19818/j.cnki.1671-1637.2018.03.019
Citation: YANG Lin-jian, ZHAO Xiang-mo, HE Bing-hua, WEI Qiu-yue, AN Yi-sheng. An ant colony optimization algorithm of stochastic user equilibrium traffic assignment problem[J]. Journal of Traffic and Transportation Engineering, 2018, 18(3): 189-198. doi: 10.19818/j.cnki.1671-1637.2018.03.019

随机用户均衡交通分配问题的蚁群优化算法

doi: 10.19818/j.cnki.1671-1637.2018.03.019
基金项目: 

国家自然科学基金项目 51278058

高等学校学科创新引智计划项目 B14043

详细信息
    作者简介:

    杨临涧(1980-), 男, 山东兰陵人, 长安大学工学博士研究生, 从事交通运输规划与管理研究

    赵祥模(1966-), 男, 重庆大足人, 长安大学教授, 工学博士

  • 中图分类号: U491.123

An ant colony optimization algorithm of stochastic user equilibrium traffic assignment problem

More Information
  • 摘要: 研究了出行者对路网熟悉程度的指标与交通流分配均衡性之间的关系, 提出了具有指数形式信息素更新策略的随机用户均衡模型蚁群优化算法, 建立了从Logit模型加载, 到交通需求确认及路径流量、路段流量、路段阻抗、路径阻抗迭代计算的交通分配动态循环流程; 计算了Nguyen-Dupuis路网模型中各路段的流量与阻抗, 并与连续平均算法计算结果进行比较; 通过调节出行者对路网熟悉程度的因子, 分析了蚁群优化算法与连续平均算法的敏感性。研究结果表明: 采用连续平均算法和蚁群优化算法计算的路段流量分布分别为20~280、40~260pcu, 蚁群优化算法的流量分布区间减小了15.4%, 路段流量的最大值减小了7.1%, 因此, 采用蚁群优化算法计算的路段流量较为均衡; 采用蚁群优化算法时, 在Nguyen-Dupuis路网模型中各路段流量的标准差从65pcu降至48pcu, 88%可选路径的阻抗分布在61~64, 且84%的路径阻抗低于采用连续平均算法计算的阻抗, 因此, 采用蚁群优化算法减少了用户出行时间; 当路网熟悉程度分别为0.01、0.1、1、2、7、11时, 采用连续平均算法计算的路段流量标准差分别为75、65、50、47、45、45pcu, 采用蚁群优化算法计算的路段流量标准差分别为48、48、48、47、43、43pcu, 可见, 随着路网熟悉程度的增大, 分配在各路段上的流量范围逐渐减小, 标准差趋于稳定, 信息素更新策略对出行者的路径选择概率影响越明显, 出行者选择阻抗小的路径的概率变大, 因此, 采用蚁群优化算法对路段的流量分配逐渐优于连续平均算法。

     

  • 图  1  SUE模型交通分配动态循环流程

    Figure  1.  Dynamic cycle flow of traffic assignment of SUE model

    图  2  SUE模型求解流程

    Figure  2.  Solved flow of SUE model

    图  3  Nguyen-Dupuis路网模型

    Figure  3.  Nguyen-Dupuis road network model

    图  4  ACO算法流量分配结果

    Figure  4.  Traffic flow assignment result of ACO algorithm

    图  5  ACO算法阻抗分配结果

    Figure  5.  Impedance assignment result of ACO algorithm

    图  6  路段流量比较

    Figure  6.  Comparison of road section flows

    图  7  路段阻抗比较

    Figure  7.  Comparison of road section impedances

    图  8  路径阻抗比较

    Figure  8.  Comparison of path impedances

    图  9  求解结果比较

    Figure  9.  Comparison of solved results

    图  10  流量标准差比较

    Figure  10.  Comparison of traffic flow standard deviations

    表  1  路段的基本属性

    Table  1.   Basic properties of roads

    下载: 导出CSV

    表  2  路网中的有效路径

    Table  2.   Effective paths in road network

    下载: 导出CSV
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出版历程
  • 收稿日期:  2018-02-15
  • 刊出日期:  2018-06-25

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