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基于交通冲突模型的信号交叉口渠化岛设置方法

郭延永 刘攀 吴瑶 周继彪

郭延永, 刘攀, 吴瑶, 周继彪. 基于交通冲突模型的信号交叉口渠化岛设置方法[J]. 交通运输工程学报, 2017, 17(4): 140-148.
引用本文: 郭延永, 刘攀, 吴瑶, 周继彪. 基于交通冲突模型的信号交叉口渠化岛设置方法[J]. 交通运输工程学报, 2017, 17(4): 140-148.
GUO Yan-yong, LIU Pan, WU Yao, ZHOU Ji-biao. Design approach of channelized island based on traffic conflict models at signalized intersection[J]. Journal of Traffic and Transportation Engineering, 2017, 17(4): 140-148.
Citation: GUO Yan-yong, LIU Pan, WU Yao, ZHOU Ji-biao. Design approach of channelized island based on traffic conflict models at signalized intersection[J]. Journal of Traffic and Transportation Engineering, 2017, 17(4): 140-148.

基于交通冲突模型的信号交叉口渠化岛设置方法

基金项目: 

国家自然科学基金项目 51322810

国家自然科学基金项目 51561135003

国家自然科学基金项目 71701046

详细信息
    作者简介:

    郭延永(1985-), 男, 河北邢台人, 英属哥伦比亚大学博士后, 从事主动交通安全和贝叶斯统计方法研究

    通讯作者:

    刘攀(1979-), 男, 江苏扬州人, 东南大学 教授, 工学博士

  • 中图分类号: U491.263

Design approach of channelized island based on traffic conflict models at signalized intersection

More Information
  • 摘要: 为了优化信号交叉口渠化岛, 提出了一种基于交通冲突模型的信号交叉口渠化岛设置方法; 提取了昆明市20个信号交叉口交通冲突数据、交通流数据、交通控制方式数据和几何设计数据, 采用贝叶斯方法, 构建了贝叶斯固定参数交通冲突模型和贝叶斯随机参数交通冲突模型, 分析了模型的拟合优度和显著影响因素; 基于随机参数交通冲突模型, 确定了期望交通冲突数计算公式; 绘制了信号交叉口渠化岛设置标准曲线, 给出了信号交叉口渠化岛类型选择流程。分析结果表明: 随机参数交通冲突模型比固定参数交通冲突模型拟合结果更好; 交通量(直行交通量和右转交通量)、渠化岛类型与右转设计要素(右转让行标志和右转半径) 变量系数服从正态分布; 每增加1%的直行交通量, 交通冲突增加0.56%;每增加1%的右转交通量, 交通冲突增加0.53%;4种类型渠化岛的设置可以使交通冲突分别降低12.75%、23.37%、16.18%、33.64%;右转让行标志可使交通冲突降低15.03%;右转半径增加1%, 直右交通冲突降低1.72%。可见, 基于交通冲突模型的渠化岛设置方法是可行的。

     

  • 图  1  信号交叉口渠化岛类型1

    Figure  1.  Type 1of channelized island at signalized intersection

    图  2  信号交叉口渠化岛类型2

    Figure  2.  Type 2of channelized island at signalized intersection

    图  3  信号交叉口渠化岛类型3

    Figure  3.  Type 3of channelized island at signalized intersection

    图  4  信号交叉口渠化岛类型4

    Figure  4.  Type 4of channelized island at signalized intersection

    图  5  渠化岛类型1标准曲线

    Figure  5.  Standard curves of type 1of channelized island

    图  6  渠化岛类型2标准曲线

    Figure  6.  Standard curves of type 2of channelized island

    图  7  渠化岛类型3标准曲线

    Figure  7.  Standard curves of type 3of channelized island

    图  8  渠化岛类型4标准曲线

    Figure  8.  Standard curves of type 4of channelized island

    表  1  分类自变量

    Table  1.   Category independent variables

    下载: 导出CSV

    表  2  连续自变量

    Table  2.   Continuous independent variables

    下载: 导出CSV

    表  3  交通冲突模型标定结果

    Table  3.   Calibration result of traffic conflict models

    下载: 导出CSV
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出版历程
  • 收稿日期:  2016-03-15
  • 刊出日期:  2017-08-25

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