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基于ANFIS的可变导向车道智能控制系统

刘昱岗 王卓君 刘艳芳 原传杰

刘昱岗, 王卓君, 刘艳芳, 原传杰. 基于ANFIS的可变导向车道智能控制系统[J]. 交通运输工程学报, 2017, 17(4): 149-158.
引用本文: 刘昱岗, 王卓君, 刘艳芳, 原传杰. 基于ANFIS的可变导向车道智能控制系统[J]. 交通运输工程学报, 2017, 17(4): 149-158.
LIU Yu-gang, WANG Zhuo-jun, LIU Yan-fang, YUAN Chuan-jie. Intelligent control system of variable approach lane based on adaptive neuro-fuzzy inference system[J]. Journal of Traffic and Transportation Engineering, 2017, 17(4): 149-158.
Citation: LIU Yu-gang, WANG Zhuo-jun, LIU Yan-fang, YUAN Chuan-jie. Intelligent control system of variable approach lane based on adaptive neuro-fuzzy inference system[J]. Journal of Traffic and Transportation Engineering, 2017, 17(4): 149-158.

基于ANFIS的可变导向车道智能控制系统

基金项目: 

国家自然科学基金项目 51774241

国家自然科学基金项目 51675451

详细信息
    作者简介:

    刘昱岗(1978-), 男, 湖南株洲人, 西南交通大学副教授, 工学博士, 从事智能交通研究

  • 中图分类号: U491.54

Intelligent control system of variable approach lane based on adaptive neuro-fuzzy inference system

More Information
  • 摘要: 为缓解因交通流向分布不均衡导致的交叉口交通拥挤状况, 以交叉口进口道的可变导向车道为研究对象, 建立了基于自适应模糊神经推理系统的可变导向车道智能控制系统。智能控制系统由数据采集子系统、交通状态预测子系统和控制子系统构成, 共同完成可变导向车道的智能化控制。将数据采集子系统检测到的实时交通数据录入到预先训练好的交通状态预测子系统中, 可得到左转车辆和直行车辆的运行状态, 并根据控制子系统的结构化算法来确定可变导向车道的属性。计算结果表明: 交通状态预测子系统的测试误差为0.075 097, 满足精度要求, 可以用于交通状态预测; 采用可变导向车道智能控制系统能明显改善交叉口交通拥堵状况, 当左转车辆比例为25%时, 关键进口道综合延误减少了6.1%, 平均停车次数减少了9.5%, 平均排队长度减少了6.1%, 当左转车辆比例上升至30%时, 3个指标分别下降了8.1%、12.4%与8.0%, 表明左转比例越高, 作用效果越显著。

     

  • 图  1  可变导向车道控制方式

    Figure  1.  Control mode of variable approach lane

    图  2  智能控制系统工作原理

    Figure  2.  Working principle of intelligent control system

    图  3  可变导向车道控制流程

    Figure  3.  Control flow of variable approach lane

    图  4  检测器布设方式

    Figure  4.  Layout patterns of detectors

    图  5  ANFIS系统结构

    Figure  5.  System structure of ANFIS

    图  6  选定交叉口

    Figure  6.  Selected intersection

    图  7  训练误差

    Figure  7.  Training error

    图  8  输出值与检验值对比

    Figure  8.  Comparison of output values and testing values

    图  9  直行车辆延误对比

    Figure  9.  Through delay comparision

    图  10  左转车辆延误对比

    Figure  10.  Left-turning delay comparison

    表  1  参数取值

    Table  1.   Parameber values

    下载: 导出CSV

    表  2  部分训练数据

    Table  2.   Partial training data

    下载: 导出CSV

    表  3  隶属函数参数取值

    Table  3.   Values of membership function parameters

    下载: 导出CSV

    表  4  模糊规则参数取值

    Table  4.   Values of fuzzy rules parameters

    下载: 导出CSV

    表  5  交通状态预测结果

    Table  5.   Result of traffic status prediction

    下载: 导出CSV

    表  6  可变导向车道属性变化情况

    Table  6.   Attribute change of variable approach lane

    下载: 导出CSV

    表  7  可变导向车道实施效果对比

    Table  7.   Implementation effect comparison of variable approach lane

    下载: 导出CSV
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出版历程
  • 收稿日期:  2017-03-22
  • 刊出日期:  2017-08-25

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