Well-balanced central schemes for two-dimensional systems of shallow water equations with wet and dry states

被引:18
作者
Touma, R. [1 ]
Kanbar, F. [1 ,2 ]
机构
[1] Lebanese Amer Univ, Math, Beirut, Lebanon
[2] Amer Univ Beirut, Math, Beirut, Lebanon
关键词
Unstaggered central schemes; Well-balanced schemes; Shallow water equations; Surface gradient method; Wetting and drying; NONOSCILLATORY CENTRAL SCHEMES; UNSTAGGERED CENTRAL SCHEMES; FINITE-VOLUME SCHEMES; HYPERBOLIC CONSERVATION-LAWS; NESSYAHU-TADMOR SCHEME; SOURCE TERMS; UNSTRUCTURED GRIDS; RIEMANN PROBLEMS; ORDER; IDEAL;
D O I
10.1016/j.apm.2018.06.032
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The aim of this paper is to develop a new second-order accurate central scheme for the numerical solution of the two-dimensional system of shallow water equations (SWE) featuring wet and dry states over variable waterbeds. The proposed central scheme follows a classical Riemann-free finite volume method and evolves the numerical solution of systems of hyperbolic balance laws on a single Cartesian grid. Furthermore, the proposed well-balanced scheme preserves the lake at rest constraint thanks to a careful well-balanced discretization of the SWE system, and allows a proper interaction between wet and dry states whenever water run-ups/drains arise. For verification purposes, classical SWE problems appearing in the recent literature are successfully solved. (C) 2018 Elsevier Inc. All rights reserved The aim of this paper is to develop a new second-order accurate central scheme for the numerical solution of the two-dimensional system of shallow water equations (SWE) featuring wet and dry states over variable waterbeds. The proposed central scheme follows a classical Riemann-free finite volume method and evolves the numerical solution of systems of hyperbolic balance laws on a single Cartesian grid. Furthermore, the proposed well-balanced scheme preserves the lake at rest constraint thanks to a careful well-balanced discretization of the SWE system, and allows a proper interaction between wet and dry states whenever water run-ups/drains arise. For verification purposes, classical SWE problems appearing in the recent literature are successfully solved. (C) 2018 Elsevier Inc. All rights reserved.
引用
收藏
页码:728 / 750
页数:23
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