2020
DOI: 10.1016/j.jhydrol.2019.124493
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Influence of urban forms on surface flow in urban pluvial flooding

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Cited by 56 publications
(35 citation statements)
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“…Two-dimensional shallow-water-equation models have been extensively validated and applied to many urban-inundation studies over the last decade [46][47][48][49][50][51][52][53], showing their ability to represent urban-inundation processes and to efficiently deal with the presence of unsteady inundation fronts, small water depths, and high bed friction. Small-scale structural elements (e.g., buildings, walls) and small topographic variations can be explicitly represented in the model, instead of being parameterized, as long as the numerical mesh is fine enough [54][55][56][57][58][59][60][61][62].…”
Section: Modelling Flood Hazardmentioning
confidence: 99%
“…Two-dimensional shallow-water-equation models have been extensively validated and applied to many urban-inundation studies over the last decade [46][47][48][49][50][51][52][53], showing their ability to represent urban-inundation processes and to efficiently deal with the presence of unsteady inundation fronts, small water depths, and high bed friction. Small-scale structural elements (e.g., buildings, walls) and small topographic variations can be explicitly represented in the model, instead of being parameterized, as long as the numerical mesh is fine enough [54][55][56][57][58][59][60][61][62].…”
Section: Modelling Flood Hazardmentioning
confidence: 99%
“…In addition, although buildings and other structures can make up a substantial fraction of the area of dense urban watersheds, representation of their role in rainfall‐runoff, flow routing, and storage remains simplistic in existing dual‐drainage models (Bruwier et al., 2020; Chang, Wang, & Chen, 2015; Leandro & Martins, 2016). Existing dual drainage models are also rarely capable of representing system operations and societal practices that can influence flooding processes.…”
Section: Limitations Of Existing Urban Flood Modeling Frameworkmentioning
confidence: 99%
“…Therefore, the above LID measures are not the best way to alleviate the impact of impervious surfaces on waterlogging in urban renewal. In addition to the area of impervious surfaces, differences in the spatial layout of impervious surfaces can also affect urban waterlogging (Bruwier et al., 2020; Mejía & Moglen, 2009; Yu, Zhao, Fu, & Li, 2018). Therefore, the optimal design of impervious surfaces (ODIS) also serves as an essential approach for alleviating urban waterlogging in urban renewal.…”
Section: Introductionmentioning
confidence: 99%