A stable 2D unstructured shallow flow model for simulations of wetting and drying over rough terrains

被引:68
作者
Hou, Jingming [1 ,2 ]
Liang, Qiuhua [2 ]
Simons, Franz [1 ]
Hinkelmann, Reinhard [1 ]
机构
[1] Tech Univ Berlin, Dept Civil Engn, D-13355 Berlin, Germany
[2] Newcastle Univ, Sch Civil Engn & Geosci, Newcastle Upon Tyne NE1 7RU, Tyne & Wear, England
关键词
Shallow water equations (SWEs); Unstructured grids; Cell-centered finite volume method; Wet-dry interface; Spurious velocity; FINITE-VOLUME MODEL; WATER EQUATIONS; SOLUTE TRANSPORT; SOURCE TERMS; GODUNOV-TYPE; SCHEME; GRIDS; CONSERVATION; TRANSITIONS; GRADIENT;
D O I
10.1016/j.compfluid.2013.04.015
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This paper proposes a 2D unstructured finite volume Godunov-type shallow water model to simulate complex flows involving wet-dry interfaces over irregular terrains. In this model, the MUSCL linear reconstruction is used to compute the values of variables at cell edges. These values are then modified with a non-negative reconstruction method to preserve non-negative edge water depths and the C-property. The modified values are then employed to evaluate the fluxes and the slope source terms using the Harten, Lax and van Leer approximate Riemann solver with the contact wave restored (HLLC) and the slope flux method, respectively. The friction source terms are solved by a splitting point-implicit method. The novel aspect of the model is an efficient approach to eliminate spurious edge velocities with, high local extreme values caused by MUSCL reconstruction of the conservative variables near wet-dry interfaces. This approach is crucial to preserve the numerical stability of the model when simulating wetting and drying. The proposed model is tested against exact solutions, laboratory experiments and a real dam-break case. The results show that the proposed model is accurate and stable for handling complex flows with moving wet-dry interfaces over complex beds on unstructured grids. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:132 / 147
页数:16
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