A fully implicit wetting-drying method for DG-FEM shallow water models, with an application to the Scheldt Estuary

被引:95
作者
Karna, Tuomas [1 ]
de Brye, Benjamin [1 ]
Gourgue, Olivier [1 ]
Lambrechts, Jonathan [1 ]
Comblen, Richard [1 ]
Legat, Vincent [1 ]
Deleersnijder, Eric [1 ,2 ]
机构
[1] Catholic Univ Louvain, Inst Mech Mat & Civil Engn, B-1348 Louvain, Belgium
[2] Catholic Univ Louvain, G Lemaitre Ctr Earth & Climate Res TECLIM, ELI, B-1348 Louvain, Belgium
关键词
Shallow water equations; Wetting-drying; Discontinuous Galerkin; Finite element method; Implicit time integration; APPROXIMATE RIEMANN SOLVERS; FINITE-ELEMENT; FREE-SURFACE; EQUATIONS; RIVER; SIMULATION; ALGORITHM; SCHEMES; FLOWS; RUNUP;
D O I
10.1016/j.cma.2010.07.001
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Resolving the shoreline undulation due to tidal excursion is a crucial part of modelling water flow in estuaries and coastal areas. Nevertheless, maintaining positive water column depth and numerical stability has proved out to be a very difficult task that requires special attention. In this paper we propose a novel wetting-drying method in which the position of the sea bed is allowed to fluctuate in drying areas. The method is implemented in a Discontinuous Galerkin Finite Element Model (DG-FEM). Unlike most methods in the literature our method is compatible with fully implicit time-marching schemes, thus reducing the overall computational cost significantly. Moreover, global and local mass conservation is guaranteed which is crucial for long-term environmental applications. In addition consistency with tracer equation is also ensured. The performance of the proposed method is demonstrated with a set of test cases as well as a real-world application to the Scheldt Estuary. Due to the implicit time integration, the computational cost in the Scheldt application is reduced by two orders of magnitude. Although a DG-FEM implementation is presented here, the wetting-drying method is applicable to a wide variety of shallow water models. (C) 2010 Elsevier B.V. All rights reserved.
引用
收藏
页码:509 / 524
页数:16
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