吉林大学学报(工学版) ›› 2016, Vol. 46 ›› Issue (5): 1432-1438.doi: 10.13229/j.cnki.jdxbgxb201605008

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信号交叉口行人溢出过街特性

曲昭伟, 曹宁博, 陈永恒, 白乔文, 孙磊   

  1. 吉林大学 交通学院,长春 130022
  • 收稿日期:2015-05-07 出版日期:2016-09-20 发布日期:2016-09-20
  • 通讯作者: 陈永恒(1978-),男,副教授,博士.研究方向:交通控制与交通组织.E-mail:cyh@jlu.edu.cn
  • 作者简介:曲昭伟(1962-),男,教授,博士生导师.研究方向:交通流理论,交通视频处理,交通控制.E-mail:quzw@jlu.edu.cn
  • 基金资助:
    国家自然科学基金项目(51278220,51278520); 吉林省科技发展计划重点项目(20130206093SF).

Overflow characteristics of pedestrian crossing at signalized intersections

QU Zhao-wei, CAO Ning-bo, CHEN Yong-heng, BAI Qiao-wen, SUN Lei   

  1. College of Transportation, Jilin University, Changchun 130022,China
  • Received:2015-05-07 Online:2016-09-20 Published:2016-09-20

摘要: 针对信号交叉口行人过街常发的溢出行为,运用视频处理技术对过街行人的全时空信息进行采集,分析了行人溢出行为的内在规律,并提出了限制溢出的优化方法。首先,通过多交叉口行人溢出频数统计,反映了溢出行为的普遍性;其次,利用实际调查数据,定量分析了求近心理对行人溢出过街的影响;然后,提取了溢出行人的过街轨迹,体现了行人溢出位置分布的规律,在此基础上,采用概率统计方法建立了行人溢出位置分布的正态分布模型,并对模型进行验证,通过了T检验;最终,利用行人溢出分布规律提出了人行道设置的优化方法。结果表明:当人行道加宽宽度或护栏长度达到人行道宽度的130%时,行人溢出显著减少。

关键词: 交通运输系统工程, 信号交叉口, 行人过街, 行人轨迹, 溢出位置

Abstract: Overflow phenomenon of pedestrian is common at signalized intersections. Video-processing technology is used to acquire detailed spatio-temporal data of the pedestrian, and the underlying law of the overflow phenomenon is analyzed; then optimization strategies to restrict the overflow are proposed. First, the universality of the overflow phenomenon is demonstrated with the frequency of pedestrian overflow. Second, the effect of the intention of choosing short rout on the overflow is analyzed through the actual survey data. Third, the trajectories of overflow pedestrian are obtained, from which we can obtain the distribution of the overflow positions; on the basis of this, the normal distribution model of the overflow positions is established using the method of probability and statistics, and validated with actual data at other intersections. Finally, the optimization strategies to restrict and prevent the pedestrian from overflowing the crosswalk are adopted at the intersection. Results show that the overflow is obviously reduced as the widen width and the guard rail length reach to 130% of the crosswalk width.

Key words: engineering of communications and transportation system, signalized intersection, pedestrians crossing, pedestrian trajectories, overflow positions

中图分类号: 

  • U491
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