دورية أكاديمية
Risk Assessment for Critical Flood Height of Pedestrian Escape in Subway Station
العنوان: | Risk Assessment for Critical Flood Height of Pedestrian Escape in Subway Station |
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المؤلفون: | Yi Tang, Tianzhong Zhou, Youxin Zhong, Shengbin Hu, Jing Lin, Zhiyu Lin, Hongwei Liu, Baohua Liu, Yanlin Zhao, Yixian Wang, Hang Lin |
المصدر: | Water, Vol 14, Iss 21, p 3409 (2022) |
بيانات النشر: | MDPI AG, 2022. |
سنة النشر: | 2022 |
المجموعة: | LCC:Hydraulic engineering LCC:Water supply for domestic and industrial purposes |
مصطلحات موضوعية: | Monte Carlo method, 3D simulation, maximum pedestrian capacity, minimum speed of safe escape, critical escape flood level height, Hydraulic engineering, TC1-978, Water supply for domestic and industrial purposes, TD201-500 |
الوصف: | The escape of pedestrians in the subway station is hampered by floods created by heavy rain. In order to explore the critical flood level in a subway station so that pedestrians can escape safely, the case study of the Mingxiu Road subway station in Nanning, China, was conducted using numerical simulation techniques. In total, 30 groups of sample pedestrians with different walking speeds and numbers were randomly generated by the Monte Carlo method, and 3D simulation software was used for escape simulation. The simulated escape data were put into the SVM model, and the maximum pedestrian capacity and minimum speed of pedestrians were solved successfully with different conditions of the Mingxiu Road subway station. Then, a 1:1 contour model of the pedestrian was constructed to simulate the flood resistance of the pedestrian escaping at the minimum speed. The flood resistance and the friction force between the pedestrian and the ground were compared to calculate the critical escape flood level height, and the critical escape flood level height of an adult, child, and elder was 87.4 cm,75.5 cm, and 83.0 cm, respectively. |
نوع الوثيقة: | article |
وصف الملف: | electronic resource |
اللغة: | English |
تدمد: | 2073-4441 |
Relation: | https://www.mdpi.com/2073-4441/14/21/3409; https://doaj.org/toc/2073-4441 |
DOI: | 10.3390/w14213409 |
URL الوصول: | https://doaj.org/article/971f7dbea70e43f190513b8228bec360 |
رقم الأكسشن: | edsdoj.971f7dbea70e43f190513b8228bec360 |
قاعدة البيانات: | Directory of Open Access Journals |
تدمد: | 20734441 |
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DOI: | 10.3390/w14213409 |