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Study on the influence of infiltration on flood propagation with different peak shape coefficients and duration

Bibliographic Data

ID21697054
AuthorsJingming Hou (0000-0002-9097-3804, Xi'an University of Technology), Zhaoan Zhang (0000-0001-8794-1310, Xi'an University of Technology, corresponding author), Dawei Zhang (0000-0001-8146-0831, China Institute of Water Resources and Hydropower Research), Zhang Da-wei (0000-0002-2630-8543, China Institute of Water Resources and Hydropower Research), Baoshan Shi (Xi'an University of Technology), Guangzhao Chen (0000-0001-7537-2288, Xi'an University of Technology), Hongbin Zhang (0000-0001-6999-3352, China Institute of Water Resources and Hydropower Research)
Year2021
Volume23
Issue4
Pages1059-1074
Publication date2021-08-01
Peer ReviewedYes
Open AccessYes
TypeARTICLE
VenueWater Policy (JOURNAL)
Journal identifiersISSN: 1366-7017 • E-ISSN: 1996-9759
PublisherIWA Publishing (PUBLISHER • GB)
DOI10.2166/wp.2021.193
OpenAlexW3173998899
LanguageEN
References cited28

Traditional flood simulations fail to properly consider the impact of soil infiltration in floodplain areas with high soil infiltration rates. Notably, ignoring soil infiltration will lead to considerable uncertainty in flood simulations. In this paper, a fully hydrodynamic model coupled with the Green–Ampt infiltration model was used. Taking a natural reach in northern China (HTH in this paper) as a case study, observed flood discharge data were used to analyze the influence of soil infiltration on flood propagation based on the flood propagation simulation results for various inflow conditions. The maximum difference of inundation area is about 25%. The results show that soil infiltration has little effect on the inundation area during the rising stage of a flood. In the late period of a flood, the inundation area considering the effect of infiltration is smaller than that without infiltration, and the smaller the peak coefficient is, the longer the flood duration is, the larger the impact of infiltration on the inundation area. When the peak shape coefficient is 0.42 and the flood duration is 44.4 h, the maximum difference of the inundation area is about 28%. The research results provide a reference for flood management and post-disaster rescue efforts

Flood myth · Floodplain · Geography · Geotechnical engineering · Meteorology · Environmental Science · Flood Risk Assessment and Management · Hydraulic flow and structures · Hydrology and Watershed Management Studies · Geology · Soil Science

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    Open Access•Seth Westra, Hayley J Fowler et al.•Reviews of Geophysics•2014

Citation velocityhistorical
Highly citedNo

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