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基于梯形白化权函数的信号交叉口服务水平评价

刘俊娟 王炜 程琳

刘俊娟, 王炜, 程琳. 基于梯形白化权函数的信号交叉口服务水平评价[J]. 交通运输工程学报, 2009, 9(2): 121-126. doi: 10.19818/j.cnki.1671-1637.2009.02.022
引用本文: 刘俊娟, 王炜, 程琳. 基于梯形白化权函数的信号交叉口服务水平评价[J]. 交通运输工程学报, 2009, 9(2): 121-126. doi: 10.19818/j.cnki.1671-1637.2009.02.022
LIU Jun-juan, WANG Wei, CHENG Lin. Service level evaluation of signalized intersection based on trapezoid whitenization weight function[J]. Journal of Traffic and Transportation Engineering, 2009, 9(2): 121-126. doi: 10.19818/j.cnki.1671-1637.2009.02.022
Citation: LIU Jun-juan, WANG Wei, CHENG Lin. Service level evaluation of signalized intersection based on trapezoid whitenization weight function[J]. Journal of Traffic and Transportation Engineering, 2009, 9(2): 121-126. doi: 10.19818/j.cnki.1671-1637.2009.02.022

基于梯形白化权函数的信号交叉口服务水平评价

doi: 10.19818/j.cnki.1671-1637.2009.02.022
基金项目: 

国家973计划项目 2006CB705501

国家863计划项目 2007AA11Z2050

详细信息
    作者简介:

    刘俊娟(1974-), 女, 河南滑县人, 河南农业大学讲师, 工学博士, 从事交通运输规划与管理研究

  • 中图分类号: U491.1

Service level evaluation of signalized intersection based on trapezoid whitenization weight function

More Information
    Author Bio:

    LIU Jun-juan(1974-), female, lecturer, PhD, +86-371-63555710, zzjjliu@126.com

  • 摘要: 对信号交叉口服务水平的内涵和外延做了分析, 借鉴灰色聚类的思想, 用灰数表示评价指标和聚类阈值, 构建了基于梯形白化权函数的灰数表达公式和聚类模型, 利用道路信号交叉口的交通特性和可比较原则, 提出一种基于正态分布3σ原则和1.23σ原则的灰数取值方法, 并用所建模型对3个信息号交叉口服务水平进行聚类评价。结果表明: 交叉口A1、A2、A3的最大聚类值分别为[0.416, 0.839]、[0.202, 0.728]、[0.413, 0.645], 服务水平从优到劣排序为A1、A3、A2, 实例说明所建模型和灰数取值方法合理有效。

     

  • 图  1  梯形白化权函数一般形式

    Figure  1.  General format of trapezoid whitenization weight function

    表  1  中国常用信号交叉口服务水平评价指标和评价标准

    Table  1.   Indexes and criterions of service level on signalized intersection in China

    服务水平指标 1级 2级 3级 4级 5级
    交通负荷系数 < 0.6 0.6~0.7 0.7~0.8 0.8~0.9 > 0.9
    效率系数 > 0.80 0.65~0.80 0.50~0.65 0.35~0.50 < 0.35
    交叉口受阻车辆比例/% < 10 10~15 15~20 20~30 > 30
    平均停车延误/s < 30 30~40 40~50 50~60 > 60
    排队长度/m < 30 30~60 60~80 80~100 > 100
    下载: 导出CSV

    表  2  改进的信号交叉口服务水平评价标准

    Table  2.   Modified criterions of service level on signalized intersection

    服务水平指标 权重ωj [λ¯1,λ¯1] [λ¯2,λ¯2] [λ¯3,λ¯3] [λ¯4,λ¯4] [λ¯5,λ¯5]
    交通负荷系数 0.242 [0.52, 0.58] [0.62, 0.68] [0.72, 0.78] [0.82, 0.88] [0.92, 0.98]
    效率系数 0.097 [0.83, 0.92] [0.68, 0.77] [0.53, 0.62] [0.38, 0.47] [0.23, 0.32]
    交叉口受阻车辆比例/% 0.161 [2, 8] [11, 14] [16, 19] [22, 28] [32, 38]
    停车延误/s 0.306 [22, 28] [32, 38] [42, 48] [52, 58] [62, 68]
    排队长度/m 0.194 [14, 26] [36, 54] [64, 76] [84, 96] [104, 116]
    下载: 导出CSV

    表  3  3个信号交叉口服务水平评价指标值

    Table  3.   Index values of service levels on three signalized intersections

    编号 交叉口名称 交通负荷系数 效率系数 交叉口受阻车辆比例/% 平均停车延误/s 排队长度/m
    A1 东风东街—北海路 [0.703, 0.742] [0.572, 0.637] [32.1, 36.4] [44.2, 50.1] [57.2.64.3]
    A2 健康西街—和平路 [0.894, 0.926] [0.317, 0.364] [56.2, 62.5] [54.5, 60.5] [79.6, 86.4]
    A3 健康街—潍州路 [0.826, 0.853] [0.423, 0.486] [42.3, 48.7] [49.3, 55.4] [66.8, 75.2]
    下载: 导出CSV

    表  4  聚类评价结果

    Table  4.   Results of clustering evaluation

    交叉口 1级 2级 3级 4级 5级 最大值 归属
    A1 [0, 0] [0, 0.262] [0.416, 0.839] [0, 0.161] [0.161, 0.161] [0.416, 0.839] 3级
    A2 [0, 0] [0, 0] [0, 0.107] [0.202, 0.728] [0.272, 0.691] [0.202, 0.728] 4级
    A3 [0, 0] [0, 0] [0.194, 0.426] [0.413, 0.645] [0.161, 0.161] [0.413, 0.645] 4级
    下载: 导出CSV
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  • 收稿日期:  2008-11-28
  • 刊出日期:  2009-04-25

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