中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2019, Vol. 38 ›› Issue (04): 94-99.DOI: 10.3969/j.issn.1674-0696.2019.04.15

• Traffic & Transportation Engineering • Previous Articles     Next Articles

Recognition and Analysis of High Density Pedestrian Shockwaves Phenomenon

SUN Lishan, GONG Qingsheng, CUI Li, ZHAO Pengfei, QIAO Jing   

  1. (College of Metropolitan Transportation, Beijing University of Technology, Beijing 100124, P. R. China)
  • Received:2017-06-21 Revised:2017-09-15 Online:2019-04-15 Published:2019-04-15

高密度客流激波现象识别与分析

孙立山,宫庆胜,崔丽,赵鹏飞,乔婧   

  1. (北京工业大学 城市交通学院,北京 100124)
  • 作者简介:孙立山(1980—),男,河北唐山人,教授,博士,主要从事行人特性、枢纽设计方面的研究工作。 E-mail:Hill310@sina.com 。
  • 基金资助:
    北京市科技计划项目(D161100005616001);2016年住房和城乡建设部科学技术计划项目(2016K8044)

Abstract: To overcome the shortcomings of quantitative analysis of shockwave phenomenon in high density pedestrian flow at the bottleneck, micro-characteristic parameters such as pedestrian passage time, walking speed and position change were calibrated and extracted, on the basis of pedestrian controlled experiment. Dynamic time warping (DTW) algorithm was introduced to realize the identification and quantitative analysis of shockwave phenomenon in passenger flow. Results show that it is available to identify the shockwave phenomenon of passenger flow with the DTW algorithm, which can be more accurate to identify the variable speed point and can reduce the complexity of shockwave velocity calculation, compared with the hydrodynamic theory algorithm. The shockwave velocity at the bottleneck is a variable in the process of transmission. The shockwave velocity decreases (increases) as the convergent wave (dissipative wave) propagates, and the blocking degree of the former to followers decreases gradually with the propagation of shockwave. The study provides a theoretical basis for the stability evaluation of rail transit passenger flow and the validity verification of micro- simulation model.

Key words: traffic engineering, shockwaves, DTW algorithm, traffic bottleneck, pedestrian behavior

摘要: 针对密集客流在瓶颈处激波现象量化解析的不足,基于行人可控试验,标定并提取行人通过时间、行走速度、位置变化等微观特征参 数,引入动态时间规整(dynamic time warping, DTW)算法,实现客流激波现象的识别与量化分析。结果表明:DTW算法可识别客流激波现象 ,与流体动力学理论算法相比,该算法能够更精确地识别变速点,降低激波波速计算的复杂度;瓶颈处激波波速在传递过程中为变量,集结 波(消散波)传递时波速递减(递增),前者对跟随者的阻挡程度随激波传递逐渐降低。研究为轨道交通客流的稳定性评估、微观仿真模型的有 效性验证提供理论依据。

关键词: 交通工程, 激波, DTW算法, 交通瓶颈, 客流行为

CLC Number: