Predicting Wind Wave Suppression on Irregular Long Waves

被引:3
作者
Bailey, Taylor [1 ,2 ]
Ross, Lauren [2 ]
Bryant, Mary [3 ]
Bryant, Duncan [3 ]
机构
[1] Univ Maine, Adv Struct & Composites Ctr, Orono, ME 04469 USA
[2] Univ Maine, Civil & Environm Engn, Orono, ME 04469 USA
[3] US Army Engineer Res & Dev Ctr, Vicksburg, MS 39180 USA
关键词
wind waves; irregular waves; wavelet analysis; wind wave suppression; TURBULENT SHEAR-FLOW; GROWTH; WATER; BREAKING; STRESS; DEPTH;
D O I
10.3390/jmse8080619
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
The applicability of the wind wave suppression model developed by Chen and Belcher (2000) to irregular wave environments is investigated in this study. Monochromatic and irregular wave environments were simulated in the W-2(Wind/Wave) laboratory at the University of Maine under varying wind speeds. The Chen and Belcher (2000) model accurately predicts the reduction of the energy density of the wind waves in the presence of the monochromatic waves as a function of wave steepness, but under predicts this energy dissipation for the irregular waves. This is due to the consideration of a single wave frequency in the estimation of the growth rate and wave-induced stress of the monochromatic waves. The same formulations for the growth rate and wave-induced stress cannot be applied to irregular waves because their spectra contain energy over a wide range of frequencies. A revised version of the model is proposed to account for the energy contained within multiple wave frequencies from the power spectra for the mechanically generated irregular waves. The revised model shows improved results when applied to irregular wave environments.
引用
收藏
页数:21
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