This is the author accepted manuscript. The final version is available from Elsevier via the DOI in this record.Neglecting the convective terms in the Saint-Venant Equations (SVE) in flood hydrodynamic modelling can be done without a loss in accuracy of the simulation results. In this case the Local Inertial Equations (LInE) are obtained. Herein we present two analytical solutions for the Local Inertial Equations. The first is the classical instantaneous Dam-Break Problem and the second a steady state solution over a bump. These solutions are compared with two numerical schemes, namely the first order Roe scheme and the second order MacCormack scheme. Comparison between analytical and numerical results shows that the numerical schemes and t...
The one-dimensional Saint Venant equations for shallow-water ows are used to simulate the ood wave r...
Surge waves resulting from dam breaks have been responsible for numerous losses. Modern predictions ...
Abstract – This paper considers the dam-break problem in a horizontal smooth 1D channel, for hydroge...
Recent studies have demonstrated the improved computational performance of a computer algorithm base...
ABSTRACT The one-dimensional flow routing inertial model, formulated as an explicit solution, has ad...
The one-dimensional flow routing inertial model, formulated as an explicit solution, has advantages ...
Attention of the researchers has increased towards a simplification of the complete Shallow water Eq...
PhD ThesisThis work assesses two numerical approaches that are most commonly used nowadays for large...
20 pages, 15 figures. Accepted to Discrete and Continuous Dynamical Systems. Other author's papers c...
The present study is a contribution to free surface flow simulation by numerical resolution of Saint...
Surge flow phenomena. e.g.. as a consequence of a dam failure or a flash flood, represent free bound...
Dam break waves have been responsible for numerous losses and tragedies. The present work is focused...
Modern predictions of dam break wave rely often on numerical predictions validated with limited data...
ABSTRACT: Modern predictions of dambreakwave rely often on numerical predictions validatedwith limit...
In this paper, the main features and performances of a new numerical scheme, ILILPM (Improved Locall...
The one-dimensional Saint Venant equations for shallow-water ows are used to simulate the ood wave r...
Surge waves resulting from dam breaks have been responsible for numerous losses. Modern predictions ...
Abstract – This paper considers the dam-break problem in a horizontal smooth 1D channel, for hydroge...
Recent studies have demonstrated the improved computational performance of a computer algorithm base...
ABSTRACT The one-dimensional flow routing inertial model, formulated as an explicit solution, has ad...
The one-dimensional flow routing inertial model, formulated as an explicit solution, has advantages ...
Attention of the researchers has increased towards a simplification of the complete Shallow water Eq...
PhD ThesisThis work assesses two numerical approaches that are most commonly used nowadays for large...
20 pages, 15 figures. Accepted to Discrete and Continuous Dynamical Systems. Other author's papers c...
The present study is a contribution to free surface flow simulation by numerical resolution of Saint...
Surge flow phenomena. e.g.. as a consequence of a dam failure or a flash flood, represent free bound...
Dam break waves have been responsible for numerous losses and tragedies. The present work is focused...
Modern predictions of dam break wave rely often on numerical predictions validated with limited data...
ABSTRACT: Modern predictions of dambreakwave rely often on numerical predictions validatedwith limit...
In this paper, the main features and performances of a new numerical scheme, ILILPM (Improved Locall...
The one-dimensional Saint Venant equations for shallow-water ows are used to simulate the ood wave r...
Surge waves resulting from dam breaks have been responsible for numerous losses. Modern predictions ...
Abstract – This paper considers the dam-break problem in a horizontal smooth 1D channel, for hydroge...