A wetting and drying algorithm with a combined pressure/free-surface formulation for non-hydrostatic models

被引:23
|
作者
Funke, S. W. [1 ,2 ]
Pain, C. C. [1 ]
Kramer, S. C. [1 ]
Piggott, M. D. [1 ,2 ]
机构
[1] Univ London Imperial Coll Sci Technol & Med, Dept Earth Sci & Engn, Appl Modelling & Computat Grp, London SW7 2AZ, England
[2] Univ London Imperial Coll Sci Technol & Med, Grantham Inst Climate Change, London SW7 2AZ, England
关键词
Wetting and drying; Non-hydrostatic Navier-Stokes equations; Finite element method; Implicit time integration; SHALLOW-WATER-EQUATIONS; NUMERICAL-SIMULATION; UNSTRUCTURED MESHES; TIDAL FLATS; GREAT BAY; FLOWS; ESTUARIES;
D O I
10.1016/j.advwatres.2011.08.007
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
A wetting and drying method for free-surface problems for the three-dimensional, non-hydrostatic Navier-Stokes equations is proposed. The key idea is to use a horizontally fixed mesh and to apply different boundary conditions on the free-surface in wet and dry zones. In wet areas a combined pressure/free-surface kinematic boundary condition is applied, while in dry areas a positive water level and a no-normal flow boundary condition are enforced. In addition, vertical mesh movement is performed to accurately represent the free-surface motion. Non-physical flow in the remaining thin layer in dry areas is naturally prevented if a Manning-Strickler bottom drag is used. The treatment of the wetting and drying processes applied through the boundary condition yields great flexibility to the discretisation used. Specifically, a fully unstructured mesh with any finite element choice and implicit time discretisation method can be applied. The resulting method is mass conservative, stable and accurate. It is implemented within Fluidity-ICOM [1] and verified against several idealized test cases and a laboratory experiment of the Okushiri tsunami. (C) 2011 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1483 / 1495
页数:13
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