Efficient methods for the numerical simulation of the shallow water equations are important for understanding flooding events and related phenomena. One such approach is to couple 2D shallow water floodplain flow model to 1D Saint Venant's open channel flow model. Currently, these methods are mostly designed in horizontal fashion, meaning that the separate models are coupled at the horizontal interface between the 2D and 1D regions. These methods cannot be adapted for different flooding scenarios and are not able to compute a 2D flow structure within the channel without solving the full 2D models at all times. In this thesis, we propose coupling methods that aim to overcome these limitations. First, we propose the horizontal coupling method...
AbstractIntegrated modelling approaches for whole river catchments require the coupling of different...
This paper presents a new flood modelling tool developed by coupling a full 2D hydrodynamic model wi...
In this study, an unsteady 2D depth-averaged flow model, HDM-2D was developed by employing the finit...
The application of numerical models to calculate the inundation extent and exerted forces of flood e...
We present a lateral coupling method between one-dimensional (1D) and two-dimensional (2D) shallow-w...
International audienceWe study the superposition of 1D and 2D shallow-water equations with non-flat ...
We study the superposition of 1D and 2D shallow-water equations with non-flat topographies, in the c...
International audienceThis work is dedicated to the modeling of exchanges between a river and its su...
Simulating the interplay between atmospheric, ocean, and overland physics is often too complicated f...
An integrated 1D-2D model for the solution of the diffusive approximation of the shallow water equat...
The numerical modelling of 2D shallow flows in complex geometries involving transient flow and movab...
2D surface flow models are useful to understand and predict the flow through breach, over a dyke or...
Flow in open channels is frequently modelled using the shallow water equations (SWEs) with an up-win...
Numerical models for one- and two-dimensional shallow water flows are developed using discontinuous ...
Drainage network modelling is often an essential component in urban flood prediction and risk assess...
AbstractIntegrated modelling approaches for whole river catchments require the coupling of different...
This paper presents a new flood modelling tool developed by coupling a full 2D hydrodynamic model wi...
In this study, an unsteady 2D depth-averaged flow model, HDM-2D was developed by employing the finit...
The application of numerical models to calculate the inundation extent and exerted forces of flood e...
We present a lateral coupling method between one-dimensional (1D) and two-dimensional (2D) shallow-w...
International audienceWe study the superposition of 1D and 2D shallow-water equations with non-flat ...
We study the superposition of 1D and 2D shallow-water equations with non-flat topographies, in the c...
International audienceThis work is dedicated to the modeling of exchanges between a river and its su...
Simulating the interplay between atmospheric, ocean, and overland physics is often too complicated f...
An integrated 1D-2D model for the solution of the diffusive approximation of the shallow water equat...
The numerical modelling of 2D shallow flows in complex geometries involving transient flow and movab...
2D surface flow models are useful to understand and predict the flow through breach, over a dyke or...
Flow in open channels is frequently modelled using the shallow water equations (SWEs) with an up-win...
Numerical models for one- and two-dimensional shallow water flows are developed using discontinuous ...
Drainage network modelling is often an essential component in urban flood prediction and risk assess...
AbstractIntegrated modelling approaches for whole river catchments require the coupling of different...
This paper presents a new flood modelling tool developed by coupling a full 2D hydrodynamic model wi...
In this study, an unsteady 2D depth-averaged flow model, HDM-2D was developed by employing the finit...