Predicting deep water wave breaking with a non-hydrostatic shock-capturing model

被引:7
作者
He, Dongbin [1 ]
Ma, Yuxiang [1 ]
Dong, Guohai [1 ]
Perlin, Marc [2 ,3 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116023, Peoples R China
[2] Texas A&M Univ, Ocean Engn Dept, College Stn, TX USA
[3] Texas A&M Univ, Ocean Engn Dept, Galveston, TX 77554 USA
基金
中国国家自然科学基金;
关键词
Non-hydrostatic model; Shock-capturing; Wave breaking; Wavelet transform; SURF ZONE; RUN-UP; ENERGY; ONSET; FLUX;
D O I
10.1016/j.oceaneng.2020.108041
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
A non-hydrostatic shock-capturing model is developed to address deep water wave evolution including wave breaking. The present model is based on the Euler equations, with a hybrid finite volume/finite difference (FV/FD) method and the high-resolution Godunov-type numerical scheme. Using these numerical schemes, wave breaking can be captured as a shock or a hydraulic jump without adopting additional wave breaking parameters or terms, such as breaking-onset criteria. The parallel method of the Message Passing Interface (MPI) is used to accelerate the simulation. This model was applied to simulate deep-water wave propagation including breaking as a consequence of dispersive focusing or due to the modulational instability. By comparison with existing experiments, the ability of the present model to predict breaking onset and breaking energy dissipation is evaluated. Additionally, a dynamic criterion is applied to provide additional information on wave breaking onset, and the wavelet transform is applied to predict the energy as a function of frequency and time.
引用
收藏
页数:12
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