2020
DOI: 10.1111/jfr3.12663
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1D/2D stormwater modelling to support urban flood risk management in estuarine areas: Hazard assessment in the Dafundo case study

Abstract: Flood risk management in urban areas adjacent to the coast is essential to increase their resilience. This study aims at improving scientific knowledge of flood risk alongside estuaries, considering different hazards and integrating estuarine and urban drainage modelling. Mathematical modelling of stormwater systems is a useful tool to evaluate the susceptibility to flooding and identify potential measures to reduce flood risk. The assessment of urban drainage flooding uses a coupled 1D/2D model, applying 1D m… Show more

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Cited by 20 publications
(9 citation statements)
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References 25 publications
(26 reference statements)
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“…Urban flood process also involves infiltration into the subsurface, and drainage through the stormwater pipes (e.g. Bermúdez et al, 2018;Cardoso et al, 2020;Hossain Anni et al, 2020;Schubert et al, 2022b). These two processes are neglected in this work due to the lack of data on the geological conditions, the water table and the pipe layout of the study area.…”
Section: Limitationsmentioning
confidence: 99%
“…Urban flood process also involves infiltration into the subsurface, and drainage through the stormwater pipes (e.g. Bermúdez et al, 2018;Cardoso et al, 2020;Hossain Anni et al, 2020;Schubert et al, 2022b). These two processes are neglected in this work due to the lack of data on the geological conditions, the water table and the pipe layout of the study area.…”
Section: Limitationsmentioning
confidence: 99%
“…In recent years, the coupling between 1D and 2D hydraulic models has become popular (Seyoum et al, 2012;Adeogun et al, 2015;Leandro et al, 2016;Fan et al, 2017;Bomers et al, 2019c;Pasquier et al, 2019;Dasallas et al, 2020;Cardoso et al, 2020). This helps modellers to take advantages of the strengths of each model.…”
Section: Coupling Of 1d/2d Numerical Modelsmentioning
confidence: 99%
“…Therefore, using 2D hydraulic models is generally not deemed suitable for reconstructions of historic flood events, especially when uncertainty analysis regarding the most uncertain parameters of the river and floodplains (river bathymetry, floodplain topography, hydraulic roughness) are also required, necessitating several different simulations. In recent years, the coupling between 1D and 2D hydraulic models has become popular to combine advantages of both approaches (Adeogun et al, 2015;Bomers et al, 2019b;Cardoso et al, 2020;Dasallas et al, 2020;Fan et al, 2017;Leandro et al, 2016;Pasquier et al, 2019, Van der Meulen et al, 2021a. The coupling of 1D and 2D hydraulic models enhances computational efficiency compared to 2D hydraulic models while improving the accuracy of model results compared to 1D hydraulic models (Dasallas et al, 2020;Fan et al, 2017;Leandro et al, 2016).…”
Section: Introductionmentioning
confidence: 99%