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行人交通流三参数基本关系式适用性研究

叶建红 陈小鸿

叶建红, 陈小鸿. 行人交通流三参数基本关系式适用性研究[J]. 西南交通大学学报, 2016, 29(1): 138-144. doi: 10.3969/j.issn.0258-2724.2016.01.020
引用本文: 叶建红, 陈小鸿. 行人交通流三参数基本关系式适用性研究[J]. 西南交通大学学报, 2016, 29(1): 138-144. doi: 10.3969/j.issn.0258-2724.2016.01.020
YE Jianhong, CHEN Xiaohong. Applicability Analysis of Triparametric Fundamental Equations for Pedestrian Traffic Flow[J]. Journal of Southwest Jiaotong University, 2016, 29(1): 138-144. doi: 10.3969/j.issn.0258-2724.2016.01.020
Citation: YE Jianhong, CHEN Xiaohong. Applicability Analysis of Triparametric Fundamental Equations for Pedestrian Traffic Flow[J]. Journal of Southwest Jiaotong University, 2016, 29(1): 138-144. doi: 10.3969/j.issn.0258-2724.2016.01.020

行人交通流三参数基本关系式适用性研究

doi: 10.3969/j.issn.0258-2724.2016.01.020
基金项目: 

国家自然科学基金资助项目(51108342)

详细信息
    作者简介:

    叶建红(1981-),男,副教授,博士,研究方向为交通运输系统规划与管理、行人交通流理论与组织管理,电话:13916427320,E-mail:yjh1875@hotmail.com

Applicability Analysis of Triparametric Fundamental Equations for Pedestrian Traffic Flow

  • 摘要: 为研究交通流量、密度和速度基本关系式对行人交通流的适用性,采用类比和误差分析方法,建立了行人交通流基本关系式评价方法与步骤.采集了水平通道、楼梯等步行设施行人流量、密度和速度数据,并利用基本关系式进行密度换算,分析了密度实际观测值与基本关系式换算值之间的差异.研究结果表明:对于有固定边界步行设施上的行人交通流,在极低密度和极高密度时,用基本关系式换算参数的误差可高达20%~25%;使用基本关系式还会得到极高密度时行人交通仍能获得较高流量与速度的错误结论,并导致部分高密度交通流数据缺失;行人交通流三参数基本关系式并不严格成立,对于行人通行能力的理论研究,不应采用基本关系式进行参数换算.

     

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出版历程
  • 收稿日期:  2014-11-03
  • 刊出日期:  2016-01-25

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