Development of Two-Dimensional Non-Hydrostatic Wave Model Based on Central-Upwind Scheme

被引:3
作者
Wu, Gangfeng [1 ,2 ]
Lin, Ying-Tien [3 ]
Dong, Ping [1 ,4 ]
Zhang, Kefeng [1 ,2 ]
机构
[1] NingboTech Univ, Sch Civil Engn & Architecture, Ningbo 315100, Peoples R China
[2] Zhejiang Univ, Ningbo Res Inst, Ningbo 315100, Peoples R China
[3] Zhejiang Univ, Ocean Coll, Hangzhou 310058, Peoples R China
[4] Univ Liverpool, Sch Engn, Liverpool L69 3GH, Merseyside, England
基金
中国国家自然科学基金;
关键词
central-upwind scheme; non-hydrostatic wave model; hydrostatic front approximation; wave break; wave propagation; BOUSSINESQ EQUATIONS; BREAKING; RUNUP; FLOW; SIMULATION; VOLUME; FLUID; FORM;
D O I
10.3390/jmse8070505
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
In this study, a two-dimensional depth-integrated non-hydrostatic wave model is developed. The model solves the governing equations with hydrostatic and non-hydrostatic pressure separately. The velocities under hydrostatic pressure conditions are firstly obtained and then modified using the biconjugate gradient stabilized method. The hydrostatic front approximation (HFA) method is used to deal with the wave breaking issue, and after the wave breaks, the non-hydrostatic model is transformed into the hydrostatic shallow water model, where the non-hydrostatic pressure and vertical velocity are set to zero. Several analytical solutions and laboratory experiments are used to verify the accuracy and robustness of the developed model. In general, the numerical simulations are in good agreement with the theoretical or experimental results, which indicates that the model is able to simulate large-scale wave motions in practical engineering applications.
引用
收藏
页数:24
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