交通枢纽综合体中行人通过多个平行瓶颈的微观运动特征实验研究与定量分析

Hua Yang, R. Yuen, Xudong Cheng, Yanwei Chen, Sen Li, Heping Zhang
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引用次数: 0

摘要

票口和出站等多个并行瓶颈是中国交通枢纽综合体的常见设施。多个平行瓶颈相邻开口之间的相互作用对行人流的影响,以往的研究很少。本文基于视频图像处理技术,提取了行人通过多个瓶颈时的微观移动行为参数,如流量、速度、两个连续行人之间的时间间隔、比流量等。为了研究多瓶颈开口数对行人流运动的影响,在仿真实验中考虑了三种不同的开口数,即一个、两个和三个开口。在两孔和三孔场景下,分别考虑0.75 m、0.85 m和0.95 m三种开口宽度。同时,本研究还探讨了相邻瓶颈开口之间的距离间隔。通过对行人微观运动行为参数的分析,发现这些参数随瓶颈宽度增加的变化可以根据这些场景下的开口数量划分为三个域。随着瓶颈宽度的增加,这些参数在不同领域表现出相互独立的变化趋势。结果还表明,这些参数随距离间隔的增大有一定的规律性。本研究提供了通过多个平行瓶颈的行人流的基础数据和分析。研究结果将为疏散模型的开发和验证提供参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental study and quantitative analysis on microscopic movement characteristics of pedestrian through multiple parallel bottleneck in transportation hub complex
The multiple parallel bottlenecks, such as ticket entrance and station exit, are common facilities in the Transportation Hub Complex (THC) of China. The interaction between adjacent openings of multiple parallel bottlenecks on pedestrian flow has been rarely investigated by previous researchers. In this article, the microscopic moving behavior parameters of pedestrians passing through multiple bottlenecks, such as flow rate, velocity, time interval between two sequential pedestrians, and specific flow rate, were extracted based on video image processing technology. To investigate the effect of opening numbers of multiple bottlenecks on pedestrian flow movement, three different opening numbers, namely one, two, and three openings, were considered in the simulation experiments. In the scenarios of two and three openings, three opening widths, namely 0.75 m, 0.85 m, and 0.95 m, were respectively considered. Meanwhile, the distance intervals between adjacent openings of bottleneck were also explored in this study. Through analyzing the microscopic movement behavior parameters of pedestrians, it is found that the change of those parameters with the increasing bottleneck width can be divided into three domains according to the openings number in these scenarios. Those parameters in different domains show mutually independent change trend with increasing bottleneck width. The results also indicate that those parameters show certain regularities with the increase of distance interval. This study provides fundamental data and analysis of the pedestrian flow passing through the multiple parallel bottlenecks. The results will be useful for the development and verification of evacuation models.
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