An implicit method with selective total variation diminishing (TVD) term inclusion was developed and used to find solutions to the shallow water equations (SWEs) for free-surface flows in natural and engineered channels. The conservative form of the SWEs was employed, and the method incorporated an algorithm for selectively underrelaxing the iterative process to maintain stability and accuracy in the presence of shock interfaces. The value of the Courant number and the frequency at which the TVD term was incorporated were constantly updated during the computation to achieve optimal speed of execution while maintaining stability. The method was tested against published results from physical experiments and from computations employing alterna...
This thesis deals with the development of a two-dimensional explicit FE model for solving the non-co...
AbstractThis is a two-dimensional, finite difference, vertically averaged hydrodynamic model for sha...
Zero-Inertia (ZI) models are used in overland flow simulation due to their mathematical simplicity, ...
A total variation diminishing (TVD) modification of the MacCormack scheme is developed for simulatin...
Summarization: Three implicit high-resolution total variation diminishing (TVD) schemes are presente...
The numerical modeling of actual river floods faces three challenges related to computational effici...
Summarization: The Saint Venant equations for modelling flow in open channels are solved in this pap...
Implicit simulations for morphodynamic Shallow Water flows are considered. The efficiency of implici...
Effective extension of a finite difference model for the solution of the shallow water equations to ...
The shallow water equations are widely used in modelling environmental flows. Being a hyperbolic sys...
Summarization: Several explicit high resolution TVD methods and their detailed application to steady...
AbstractModeling flow discontinuities, due to a numerical approach, often pose severe challenges. In...
The numerical solution of full shallow water equation (SWE) including the eddy viscosity terms is pr...
International audienceThe sensitivity of a model variable to a given parameter can be defined as the...
The two dimensional shallow water equations (SWE) are currently accepted as a mathematical basis for...
This thesis deals with the development of a two-dimensional explicit FE model for solving the non-co...
AbstractThis is a two-dimensional, finite difference, vertically averaged hydrodynamic model for sha...
Zero-Inertia (ZI) models are used in overland flow simulation due to their mathematical simplicity, ...
A total variation diminishing (TVD) modification of the MacCormack scheme is developed for simulatin...
Summarization: Three implicit high-resolution total variation diminishing (TVD) schemes are presente...
The numerical modeling of actual river floods faces three challenges related to computational effici...
Summarization: The Saint Venant equations for modelling flow in open channels are solved in this pap...
Implicit simulations for morphodynamic Shallow Water flows are considered. The efficiency of implici...
Effective extension of a finite difference model for the solution of the shallow water equations to ...
The shallow water equations are widely used in modelling environmental flows. Being a hyperbolic sys...
Summarization: Several explicit high resolution TVD methods and their detailed application to steady...
AbstractModeling flow discontinuities, due to a numerical approach, often pose severe challenges. In...
The numerical solution of full shallow water equation (SWE) including the eddy viscosity terms is pr...
International audienceThe sensitivity of a model variable to a given parameter can be defined as the...
The two dimensional shallow water equations (SWE) are currently accepted as a mathematical basis for...
This thesis deals with the development of a two-dimensional explicit FE model for solving the non-co...
AbstractThis is a two-dimensional, finite difference, vertically averaged hydrodynamic model for sha...
Zero-Inertia (ZI) models are used in overland flow simulation due to their mathematical simplicity, ...