Simulation of subway flood evacuation based on modified social force model

IF 6.7 1区 工程技术 Q1 CONSTRUCTION & BUILDING TECHNOLOGY Tunnelling and Underground Space Technology Pub Date : 2025-02-01 DOI:10.1016/j.tust.2024.106244
Yulong Li , Dongyue Xu , Jinghong Wang , Juan Liu , Yan Wang , Juncheng Jiang
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Abstract

The issue of crowd evacuation during sudden floods in subway stations has gained increasing attention in recent years. However, previous studies have not sufficiently examined the influence of flood flow characteristics, such as location and velocity, on pedestrian evacuation. This gap has limited the effectiveness of current flood evacuation models for subway stations, restricting their utility in formulating robust emergency evacuation strategies. In response, this paper introduces a modified social force model that integrates the combined effects of flood flow depth and velocity at various station locations on pedestrian movement, while also accounting for the role of obstacles during flood evacuation. A case study of an actual subway station under flood conditions demonstrates that flow presence notably reduces evacuation efficiency, with varying effects depending on location. Evacuation efficiency generally declines initially before improving as flood conditions persist, reaching its lowest point at a platform flood velocity of 0.5 m/s and highest at 2 m/s. On staircases and escalators, increased flood flow velocity correlates with reduced evacuation success rate. In terms of emergency response, strategically placing obstacles in flooded areas enhances evacuation efficiency, reducing evacuation time by up to 16.1 % and improving the success rate by as much as 17.8 %. The key contribution of this study is the introduction of a new methodology for flood evacuation research in subway stations, offering a scientific basis for designing effective emergency evacuation plans and safety measures.

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基于修正社会力模型的地铁洪水疏散仿真
近年来,地铁突发洪水期间的人群疏散问题越来越受到人们的关注。然而,以往的研究并没有充分研究洪水的流量特征(如位置和速度)对行人疏散的影响。这一差距限制了当前地铁站洪水疏散模型的有效性,限制了它们在制定稳健的应急疏散策略方面的效用。为此,本文引入了一个修正的社会力模型,该模型综合考虑了不同站点位置的洪水深度和流速对行人运动的综合影响,同时也考虑了洪水疏散过程中障碍物的作用。以一个实际的地铁站为例进行了洪水条件下的案例研究,结果表明水流的存在显著降低了疏散效率,且影响程度随位置的不同而不同。随着洪水条件的持续,疏散效率通常会先下降,然后提高,在平台洪水速度为0.5 m/s时达到最低点,在2 m/s时达到最高点。在楼梯和自动扶梯上,洪水流速的增加与疏散成功率的降低相关。在应急响应方面,在洪水地区战略性地设置障碍物可以提高疏散效率,将疏散时间减少16.1%,将成功率提高17.8%。本研究的主要贡献在于为地铁车站洪水疏散研究引入了一种新的研究方法,为设计有效的应急疏散方案和安全措施提供了科学依据。
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来源期刊
Tunnelling and Underground Space Technology
Tunnelling and Underground Space Technology 工程技术-工程:土木
CiteScore
11.90
自引率
18.80%
发文量
454
审稿时长
10.8 months
期刊介绍: Tunnelling and Underground Space Technology is an international journal which publishes authoritative articles encompassing the development of innovative uses of underground space and the results of high quality research into improved, more cost-effective techniques for the planning, geo-investigation, design, construction, operation and maintenance of underground and earth-sheltered structures. The journal provides an effective vehicle for the improved worldwide exchange of information on developments in underground technology - and the experience gained from its use - and is strongly committed to publishing papers on the interdisciplinary aspects of creating, planning, and regulating underground space.
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