“…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).…”