留言板

尊敬的读者、作者、审稿人, 关于本刊的投稿、审稿、编辑和出版的任何问题, 您可以本页添加留言。我们将尽快给您答复。谢谢您的支持!

姓名
邮箱
手机号码
标题
留言内容
验证码

城市道路网络路段状态相关性与道路间距分析

王东炜 李辉 李岩 严亚丹

王东炜, 李辉, 李岩, 严亚丹. 城市道路网络路段状态相关性与道路间距分析[J]. 交通运输工程学报, 2017, 17(1): 101-108.
引用本文: 王东炜, 李辉, 李岩, 严亚丹. 城市道路网络路段状态相关性与道路间距分析[J]. 交通运输工程学报, 2017, 17(1): 101-108.
WANG Dong-wei, LI Hui, LI Yan, YAN Ya-dan. Analysis of road section state correlation and road distance in urban road network[J]. Journal of Traffic and Transportation Engineering, 2017, 17(1): 101-108.
Citation: WANG Dong-wei, LI Hui, LI Yan, YAN Ya-dan. Analysis of road section state correlation and road distance in urban road network[J]. Journal of Traffic and Transportation Engineering, 2017, 17(1): 101-108.

城市道路网络路段状态相关性与道路间距分析

基金项目: 

国家自然科学基金项目 51278468

详细信息
    作者简介:

    王东炜(1961-), 男, 河南郑州人, 郑州大学教授, 工学博士, 从事城市道路交通技术性评价与决策研究

  • 中图分类号: U491.13

Analysis of road section state correlation and road distance in urban road network

More Information
  • 摘要: 为优化城市道路网络布局, 以若干个城市高德地图实时路况的交通出行数据为基础, 研究了主干路、次干路、支路等不同等级道路的路段状态相关性, 设置了考虑相关性的道路间距, 计算了城市路网密度与等级级配。分析结果表明: 主干路和主干路、主干路和次干路、主干路和支路相关单元的平行距离均服从对数正态分布, 平行距离的85%分位值分别为2.4、1.0、0.9km; 主干路间距取为2.4~2.5km, 主干路间设置2条次干路, 次干路与主干路的间距为0.8~1.2km, 支路间距为0.2km或0.3km; 次干路和支路对应平行距离的85%分位值比较接近, 实际路网中次干路和支路的功能区分尚不明确。所得路网结构布局符合相关性、路网密度与等级级配的要求, 可为路网规划提供参考。

     

  • 图  1  路段间平行距离

    Figure  1.  Parallel distance between road sections

    图  2  主干路和主干路相关单元平行距离的概率密度

    Figure  2.  Probability density of parallel distance between related units of major roads

    图  3  主干路和次干路相关单元平行距离的概率密度

    Figure  3.  Probability density of parallel distance between related units of major road and minor road

    图  4  主干路和支路相关单元平行距离的概率密度

    Figure  4.  Probability density of parallel distance between related units of major road and branch road

    图  5  不同道路结构形式的次干路

    Figure  5.  Minor roads with different road structure forms

    图  6  布局1的路网结构

    Figure  6.  Road network structure of layout 1

    图  7  布局2的路网结构

    Figure  7.  Road network structure of layout 2

    图  8  布局3的路网结构

    Figure  8.  Road network structure of layout 3

    图  9  布局4的路网结构

    Figure  9.  Road network structure of layout 4

    表  1  路网范围

    Table  1.   Road network scopes

    下载: 导出CSV

    表  2  平行距离K-S检验结果

    Table  2.   K-S test results of parallel distances

    下载: 导出CSV

    表  3  平行距离的85%分位值

    Table  3.   85percentile values of parallel distances

    下载: 导出CSV

    表  4  不同等级道路间距的推荐值

    Table  4.   Recommended values of distances between roads withdifferent grades Km

    下载: 导出CSV

    表  5  路网密度

    Table  5.   Road network densities

    下载: 导出CSV

    表  6  四种布局的路网密度

    Table  6.   Road network densities of four layouts  km·km-2

    下载: 导出CSV

    表  7  四种布局的等级级配

    Table  7.   Grade proportions of four layouts

    下载: 导出CSV
  • [1] 李小静, 刘立舰. 失效相关的道路网络系统连通可靠度向量[J]. 兰州交通大学学报, 2013, 32 (6): 123-128. doi: 10.3969/j.issn.1001-4373.2013.06.027

    LI Xiao-jing, LIU Li-jian. Connectivity reliability vector of road network system with failure dependence[J]. Journal of Lanzhou Jiaotong University, 2013, 32 (6): 123-128. (in Chinese). doi: 10.3969/j.issn.1001-4373.2013.06.027
    [2] 陈琨, 于雷. 基于对数正态和分布的路径行程时间可靠性模型[J]. 北京交通大学学报, 2009, 33 (3): 35-39. doi: 10.3969/j.issn.1673-0291.2009.03.008

    CHEN Kun, YU Lei. Route travel time reliability model based on lognormal sum distribution[J]. Journal of Beijing Jiaotong University, 2009, 33 (3): 35-39. (in Chinese). doi: 10.3969/j.issn.1673-0291.2009.03.008
    [3] 张勇. 考虑路段关联失效的路网行程时间可靠性估计[J]. 土木工程学报, 2008, 41 (8): 87-92. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200808016.htm

    ZHANG Yong. Estimation of travel time reliability in transportation networks with dependent link failures[J]. China Civil Engineering Journal, 2008, 41 (8): 87-92. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC200808016.htm
    [4] 熊志华, 姚智胜, 邵春福. 基于路段相关的路网行程时间可靠性[J]. 中国安全科学学报, 2004, 14 (10): 81-84. doi: 10.3969/j.issn.1003-3033.2004.10.019

    XIONG Zhi-hua, YAO Zhi-sheng, SHAO Chun-fu. Travel time reliability in road network associated with road section[J]. China Safety Science Journal, 2004, 14 (10): 81-84. (in Chinese). doi: 10.3969/j.issn.1003-3033.2004.10.019
    [5] SESHADRI R, SRINIVASAN K K. Algorithm for determining most reliable travel time path on network with normally distributed and correlated link travel times[J]. Transportation Research Record, 2010 (2196): 83-92.
    [6] JENELIUS E, KOUTSOPOULOS H N. Travel time estimation for urban road networks using low frequency probe vehicle data[J]. Transportation Research Part B: Methodological, 2013, 53 (4): 64-81.
    [7] FOSGERAU M, FUKUDA D. Valuing travel time variability: characteristics of the travel time distribution on an urban road[J]. Transportation Research Part C: Emerging Technologies, 2012, 24: 83-101. doi: 10.1016/j.trc.2012.02.008
    [8] JENELIUS E. The value of travel time variability with trip chains, flexible scheduling and correlated travel times[J]. Transportation Research Part B: Methodological, 2012, 46 (6): 762-780. doi: 10.1016/j.trb.2012.02.003
    [9] 王正武, 王杰, 黄中祥. 考虑级联失效影响的城市道路网络容量研究[J]. 土木工程学报, 2015, 48 (3): 121-127. https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201503018.htm

    WANG Zheng-wu, WANG Jie, HUANG Zhong-xiang. Study on capacity of urban road network considering cascading failure[J]. China Civil Engineering Journal, 2015, 48 (3): 121-127. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-TMGC201503018.htm
    [10] ZHENG Jian-feng, GAO Zi-you, ZHAO Xiao-mei. Modeling cascading failures in congested complex networks[J]. Physica A: Statistical Mechanics and its Applications, 2007, 385 (2): 700-706. doi: 10.1016/j.physa.2007.07.031
    [11] WU J J, SUN H J, GAO Z Y. Cascading failures on weighted urban traffic equilibrium networks[J]. Physica A: Statistical Mechanics and its Applications, 2007, 386 (1): 407-413. doi: 10.1016/j.physa.2007.08.034
    [12] XING Tao, ZHOU Xue-song. Finding the most reliable path with and without link travel time correlation: a Lagrangian substitution based approach[J]. Transportation Research Part B: Methodological, 2011, 45 (10): 1660-1679. doi: 10.1016/j.trb.2011.06.004
    [13] 张勇, 屠宁雯, 陶骏杰. 道路交通网络脆弱性动态辨识方法[J]. 交通运输工程学报, 2014, 14 (5): 74-81. doi: 10.3969/j.issn.1671-1637.2014.05.010

    ZHANG Yong, TU Ning-wen, TAO Jun-jie. Identification method of dynamic road traffic network vulnerability[J]. Journal of Traffic and Transportation Engineering, 2014, 14 (5): 74-81. (in Chinese). doi: 10.3969/j.issn.1671-1637.2014.05.010
    [14] FAN Y Y, KALABA R E, MOORE J E. Shortest paths in stochastic networks with correlated link costs[J]. Computers and Mathematics with Applications, 2005, 49 (9/10): 1549-1564.
    [15] DONG Wei, LI Min-yi, VO B Q, et al. Reliability in stochastic time-dependent traffic networks with correlated link travel times[C]//IEEE. Proceedings of 15th International Conference on Intelligent Transportation Systems. New York: IEEE, 2012: 1626-1631.
    [16] DONG Wei, VU H L, VO B Q. Real time route guidance with correlated link cost[C]//IEEE. Proceedings of 14th International Conference on Intelligent Transportation Systems. New York: IEEE, 2011: 1039-1044.
    [17] NIE Y M, WU X. Reliable a priori shortest path problem with limited spatial and temporal dependencies[C]//LAM W H K, WONG S C, LO H K. Proceedings of 18th International Symposium on Transportation and Traffic Theory. Berlin: Springer, 2009: 169-195.
    [18] JI Zhao-wang, KIM Y S, CHEN A. Multi-objectiveα-reliable path finding in stochastic networks with correlated link costs: a simulation-based multi-objective genetic algorithm approach (SMOGA)[J]. Expert Systems with Applications, 2011, 38 (3): 1515-1528. doi: 10.1016/j.eswa.2010.07.064
    [19] WU Y J, HALLENBECK M E, WANG Y H, et al. Evaluation of arterial and freeway interaction for determining the feasibility of traffic diversion[J]. Journal of Transportation Engineering, 2011, 137 (8): 509-519. doi: 10.1061/(ASCE)TE.1943-5436.0000235
    [20] WU J J, GAO Z Y, SUN H J. Effects of the cascading failures on scale-free traffic networks[J]. Physica A: Statistical Mechanics and its Applications, 2007, 378 (2): 505-511.
    [21] INTIRUK N, SINTHUPINYO S, PATTARA-ATIKOM W. Travel time estimation on a link without real-time data by correlated links[J]. Advanced Materials Research, 2014, 931-932: 531-535. doi: 10.4028/www.scientific.net/AMR.931-932.531
    [22] 邹志云, 毛保华, 龚全州, 等. 城市道路网络失效(堵塞) 相关性分析[J]. 交通运输系统工程与信息, 2009, 9 (2): 110-114. https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT200902019.htm

    ZOU Zhi-yun, MAO Bao-hua, GONG Quan-zhou, et al. Failure correlation analysis of urban road network[J]. Journal of Transportation Systems Engineering and Information Technology, 2009, 9 (2): 110-114. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT200902019.htm
    [23] 邹海翔, 乐阳, 李清泉. 城市交通状态的空间依懒性和异质性分析[J]. 城市交通, 2015, 13 (3): 9-16, 23.

    ZOU Hai-xiang, YUE Yang, LI Qing-quan. Spatial dependence and heterogeneity of urban traffic state[J]. Urban Transport of China, 2015, 13 (3): 9-16, 23. (in Chinese).
    [24] 任刚, 张水潮. 基于费用最小化的城市各级道路合理间距模型[J]. 东南大学学报: 自然科学版, 2008, 38 (3): 531-534. https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX200803034.htm

    REN Gang, ZHANG Shui-chao. Cost-minimizing-based model for reasonable spacing of different class of urban roads[J]. Journal of Southeast University: Natural Science Edition, 2008, 38 (3): 531-534. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-DNDX200803034.htm
    [25] 蔡军. 居民出行效率与合理路网间距的确定[J]. 城市交通, 2005, 3 (3): 58-63. https://www.cnki.com.cn/Article/CJFDTOTAL-CSJT200503014.htm

    CAI Jun. Efficiency of the traveler and reasonable distance between roads[J]. Urban Transport of China, 2005, 3 (3): 58-63. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CSJT200503014.htm
    [26] 卓曦, 施文荣, 施群. 城市干道信控交叉口最小间距计算[J]. 交通运输系统工程与信息, 2014, 14 (5): 81-86. https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201405012.htm

    ZHUO Xi, SHI Wen-rong, SHI Qun. Minimum spacing calculation for signalized intersections on the urban arterial[J]. Journal of Transportation Systems Engineering and Information Technology, 2014, 14 (5): 81-86. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-YSXT201405012.htm
    [27] 庄斌, 杨晓光, 李克平. 道路交通拥挤事件判别准则与检测算法[J]. 中国公路学报, 2006, 19 (3): 82-86. https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200603014.htm

    ZHUANG Bin, YANG Xiao-guang, LI Ke-ping. Criterion and detection algorithm for road traffic congestion incidents[J]. China Journal of Highway and Transport, 2006, 19 (3): 82-86. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200603014.htm
    [28] 石飞, 王炜. 城市路网结构分析[J]. 城市规划, 2007, 31 (8): 68-73. https://www.cnki.com.cn/Article/CJFDTOTAL-CSGH200708014.htm

    SHI Fei, WANG Wei. Urban road network structure analysis[J]. City Planning Review, 2007, 31 (8): 68-73. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CSGH200708014.htm
    [29] 蔡军, 刘平, 张奕. 城市道路分级与设置条件研究[J]. 城市交通, 2015, 13 (4): 44-55, 7. https://www.cnki.com.cn/Article/CJFDTOTAL-CSJT201504010.htm

    CAI Jun, LIU Ping, ZHANG Yi. Urban roadway classification and settings[J]. Urban Transport of China, 2015, 13 (4): 44-55, 7. (in Chinese). https://www.cnki.com.cn/Article/CJFDTOTAL-CSJT201504010.htm
  • 加载中
图(9) / 表(7)
计量
  • 文章访问数:  713
  • HTML全文浏览量:  131
  • PDF下载量:  976
  • 被引次数: 0
出版历程
  • 收稿日期:  2016-09-11
  • 刊出日期:  2017-02-25

目录

    /

    返回文章
    返回