A wet-dry scheme for moving boundary treatment is implemented in the framework of discontinuous Galerkin shallow water equations. As a formulation of approximate Riemann solver, the HLL (Harten-Lax-van Leer) numerical fluxes are employed and the TVB (Total Variation Bounded) slope limiter is used for the removal of unnecessary oscillations. As benchmark test problems, the dam-break problems and the classical problem of periodic oscillation in the parabolic bowl are solved with linear triangular elements and second-order Runge-Kutta scheme. The results are compared with exact solutions and the numerical solutions of previous study. For a more practical application, the implicit Runge-Kutta scheme is employed for the bottom friction terms and the moving shoreline in a rectangular basin of varying slopes is simulated. In all case studies, good agreement is observed with exact solutions or other well-known numerical solutions.
机构:
Univ Paris Est, Ecole Natl Ponts & Chaussees, CERMICS, F-77455 Marne La Vallee 2, FranceUniv Paris Est, Ecole Natl Ponts & Chaussees, CERMICS, F-77455 Marne La Vallee 2, France
Ern, A.
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机构:
Piperno, S.
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Djadel, K.
论文数: 0引用数: 0
h-index: 0
机构:
Univ Paris Est, Ecole Natl Ponts & Chaussees, CERMICS, F-77455 Marne La Vallee 2, FranceUniv Paris Est, Ecole Natl Ponts & Chaussees, CERMICS, F-77455 Marne La Vallee 2, France
机构:
Univ Paris Est, Ecole Natl Ponts & Chaussees, CERMICS, F-77455 Marne La Vallee 2, FranceUniv Paris Est, Ecole Natl Ponts & Chaussees, CERMICS, F-77455 Marne La Vallee 2, France
Ern, A.
;
论文数: 引用数:
h-index:
机构:
Piperno, S.
;
Djadel, K.
论文数: 0引用数: 0
h-index: 0
机构:
Univ Paris Est, Ecole Natl Ponts & Chaussees, CERMICS, F-77455 Marne La Vallee 2, FranceUniv Paris Est, Ecole Natl Ponts & Chaussees, CERMICS, F-77455 Marne La Vallee 2, France