Depth-integrated free-surface flow with parameterized non-hydrostatic pressure

被引:29
作者
Bai, Yefei [1 ]
Cheung, Kwok Fai [1 ]
机构
[1] Univ Hawaii Manoa, Dept Ocean & Resources Engn, Honolulu, HI 96822 USA
关键词
depth-integrated model; non-hydrostatic; shock-capturing; wave dispersion; wave shoaling; wave overtopping; MESOSCALE OCEAN MODEL; SHALLOW-WATER FLOWS; BOUSSINESQ EQUATIONS; WAVE-PROPAGATION; ALGORITHM; FORM;
D O I
10.1002/fld.3664
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
Non-hydrostatic free-surface models can provide better descriptions of dispersive waves by increasing the number of layers at the expense of computational efficiency. This paper proposes a parameterized non-hydrostatic pressure distribution in a depth-integrated two-layer formulation to reduce computational costs and to maintain essential dispersion properties for modeling of coastal processes. The non-hydrostatic pressure at mid flow depth is expressed in terms of the bottom pressure with a free parameter, which is determined to match the exact linear dispersion relation for the water depth parameter up to kd?=?3. This reduces the depth-integrated two-layer formulation to a hybrid system with a tridiagonal matrix in the pressure Poisson equation. Linear dispersion relations and shoaling gradients derived from the present model as well as conventional one-layer and two-layer models provide a baseline for performance evaluation. Results from these three models are compared with previous laboratory experiments for wave transformation over a submerged bar, a plane beach, and a fringing reef. The present model provides comparable results as the two-layer model but at the computational requirements of a one-layer model. Copyright (c) 2012 John Wiley & Sons, Ltd.
引用
收藏
页码:403 / 421
页数:19
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