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Agent-based Vulnerability Model for Pedestrians Exposed to Urban Floodwaters

Accepted version
Peer-reviewed

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Abstract

Climate change-induced floods will have a profound impact on densely populated urban areas. The survey results indicate that a substantial proportion of respondents engaged in evacuation behavior during urban flooding events. However, current assessment methods may underestimate the impact of human motions in floodwaters on pedestrian evacuation safety. To quantitively study the dynamic vulnerability of individuals exposed to flooding scenarios, an agent-based vulnerability model was proposed based on mechanics modelling and experimentally calibrating. A full-scale physical testing platform was constructed and utilized to calibrate the proposed model and to determine the stability limits of pedestrian safety in floodwaters. Spatial and temporal dynamic characteristics of pedestrians were analyzed and results reveal significant variations in pedestrian movement and stability. The general temporal trend of movement speed changing as a power function of the specific flood force has been validated. It is also found that pedestrian stability is notably affected by movement in floodwaters, particularly when walking against the flow, which intensifies the risk of instability, leading to vulnerability indices that increase by 123.2% at a depth of 0.3 m and by 82.7% at 0.5 m compared to still-water conditions. In contrast, moving with the flow reduces hydrodynamic forces, although the rate of this reduction decreases with greater water depths, dropping to 16.0% at 0.5 m and 9.7% at 0.7 m. Additionally, this work provides guidelines for assessing pedestrian evacuation vulnerability that enhances evacuation safety and supports flood management.

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Journal Title

Journal of Hydrology

Conference Name

Journal ISSN

0022-1694
1879-2707

Volume Title

Publisher

Elsevier

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Except where otherwised noted, this item's license is described as Attribution 4.0 International
Sponsorship
This research work was supported by the Alexander von Humboldt Research Fellowship; the National Natural Science Foundation of China (Grant Nos. 52209098; 52320105006); the Postdoctoral Research Foundation of China (Grant No. 2023T160495; 2022M722475); the Newton Advanced Fellowships from the NSFC and the UK Royal Society (Grant Nos. 52061130219; NAF\R1\201156); the Open Research Fund Program of State Key Laboratory of Eco-hydraulics in Northwest Arid Region (Grant No. 2023KFKT-10).