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城市主干路交通功能可靠度量化评价方法

严亚丹 仝佩 宁佐强 王东炜

严亚丹, 仝佩, 宁佐强, 王东炜. 城市主干路交通功能可靠度量化评价方法[J]. 交通运输工程学报, 2018, 18(3): 157-166. doi: 10.19818/j.cnki.1671-1637.2018.03.016
引用本文: 严亚丹, 仝佩, 宁佐强, 王东炜. 城市主干路交通功能可靠度量化评价方法[J]. 交通运输工程学报, 2018, 18(3): 157-166. doi: 10.19818/j.cnki.1671-1637.2018.03.016
YAN Ya-dan, TONG Pei, NING Zuo-qiang, WANG Dong-wei. Quantitative evaluation method of traffic function reliability for urban arterial roads[J]. Journal of Traffic and Transportation Engineering, 2018, 18(3): 157-166. doi: 10.19818/j.cnki.1671-1637.2018.03.016
Citation: YAN Ya-dan, TONG Pei, NING Zuo-qiang, WANG Dong-wei. Quantitative evaluation method of traffic function reliability for urban arterial roads[J]. Journal of Traffic and Transportation Engineering, 2018, 18(3): 157-166. doi: 10.19818/j.cnki.1671-1637.2018.03.016

城市主干路交通功能可靠度量化评价方法

doi: 10.19818/j.cnki.1671-1637.2018.03.016
基金项目: 

国家自然科学基金项目 51278468

国家自然科学基金项目 51408552

详细信息
    作者简介:

    严亚丹(1986-), 女, 河南周口人, 郑州大学副教授, 工学博士, 从事交通规划与设计研究

    通讯作者:

    王东炜(1961-), 男, 河南郑州人, 郑州大学 教授, 工学博士

  • 中图分类号: U491.1

Quantitative evaluation method of traffic function reliability for urban arterial roads

More Information
  • 摘要: 为了定量评价城市主干路交通功能的实现程度, 建立了城市主干路交通功能可靠度的计算方法; 分析了主干路交通功能的3个主要特征, 即承载较大交通流量, 具有较高运行速度与服务于中长距离出行, 应用可靠度理论, 提出了城市主干路交通功能可靠度的概念; 选取行程速度和直行率之积作为可靠度的计算指标, 构建了基于概率论的交通功能可靠度计算方法; 分析了2个计算指标的阈值范围, 对比了交通功能可靠度与服务水平的区别与联系; 针对郑州市2个主干路单元, 评价了其高峰和非高峰时段的交通功能可靠度。计算结果表明: 行程速度与直行率之积不相关, 且可认为二者相互独立; 主干路与支路交叉口的直行率均大于主干路与次干路交叉口的直行率, 实测的4组数据中直行率分别高出0.271、0.062、0.229和0.034;连接老城区与高新区的科学大道在高峰和非高峰时段的交通功能可靠度分别为0.803和0.702, 交通功能实现程度处于较高水平; 老城区的东风路在高峰时段的交通功能可靠度为0.386, 其交通功能特征和实现程度相对较弱, 远低于科学大道; 科学大道上3个交叉口的服务水平均为一级, 高峰和非高峰时段的路段服务水平分别处于C级、B级, 而高峰时段东风路上3个交叉口的服务水平分别为二级、二级和三级, 路段服务水平处于C级, 科学大道的整体服务水平优于东风路。可见, 交通功能可靠度评价结果与服务水平分析结果的趋势基本一致, 但与服务水平相比, 交通功能可靠度更能体现主干路的功能特征和外界因素对交通运行的随机影响。

     

  • 图  1  速度-流量函数关系

    Figure  1.  Speed-flow function relationship

    图  2  城市主干路单元研究区域

    Figure  2.  Research areas of urban arterial road units

    图  3  科学大道各交叉口直行率

    Figure  3.  Straight rates of intersections on Kexue Road

    图  4  东风路各交叉口直行率

    Figure  4.  Straight rates of intersections on Dongfeng Road

    图  5  直行率对比

    Figure  5.  Comparison of straight rates

    图  6  主干路单元行程速度对比

    Figure  6.  Comparison of travel speeds between arterial road units

    图  7  平均行程速度与直行率之积的关系

    Figure  7.  Relationship between mean travel speed and product of straight rates

    图  8  v与S在不同分布函数下的拟合优度

    Figure  8.  Fitting goodnesses of vand Sunder different distribution functions

    图  9  科学大道平均行程速度-流量关系

    Figure  9.  Mean travel speed-flow relationship of Kexue Road

    图  10  东风路平均行程速度-流量关系

    Figure  10.  Mean travel speed-flow relationship of Dongfeng Road

    图  11  直行率之积对比

    Figure  11.  Comparison of product of straight rates

    图  12  交通功能可靠度对比

    Figure  12.  Comparison of traffic function reliability values

    表  1  信号交叉口服务水平等级划分

    Table  1.   Service level classification of signalized intersections

    下载: 导出CSV

    表  2  路段服务水平等级划分

    Table  2.   Service level classification of segments

    下载: 导出CSV

    表  3  科学大道相关性分析的统计指标

    Table  3.   Statistical indicators of correlation analysis on Kexue Road

    下载: 导出CSV

    表  4  东风路相关性分析的统计指标

    Table  4.   Statistical indicators of correlation analysis on Dongfeng Road

    下载: 导出CSV

    表  5  科学大道各交叉口的服务水平

    Table  5.   Service levels of intersections on Kexue Road

    下载: 导出CSV

    表  6  东风路交叉口的服务水平

    Table  6.   Service levels of intersections on Dongfeng Road

    下载: 导出CSV

    表  7  科学大道和东风路的服务水平

    Table  7.   Service levels of Kexue Road and Dongfeng Road

    下载: 导出CSV

    表  8  路段交通运行状况等级划分

    Table  8.   Classification of traffic operation conditions for road segments

    下载: 导出CSV
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  • 收稿日期:  2018-01-16
  • 刊出日期:  2018-06-25

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