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风、浪、流多场耦合作用波浪传播演化机理对比分析 被引量:1

Comparative analysis of the mechanism of wave propagation and evolution under the coupling effect of wind,waves,and currents
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摘要 风、波浪与海流在海洋环境中具有强烈的耦合性,准确描述波浪在耦合场中的传播规律尤为重要。为揭示风、流与浪耦合工况的实时演化机理,本文采用Fluent构建数值波浪水池,改进了风-浪耦合边界自由液面处风与水质点速度方向的一致性;在此基础上,研究了各工况波浪传播的时空演化规律并分析了水质点速度分布特性,最终提炼出风、浪、流多场耦合机理。结果表明:提出的改进边界风-浪耦合造波技术具有良好的稳定性和有效性;风-浪耦合后波谷下沉导致二阶Stokes波不再保持“谷坦”特征,浪-流耦合导致波高显著减小、波长变长,并伴随出现波群现象;各工况水质点在水平和竖向速度的相位分布呈现花束状,同时在T0、T4相位分别达到正向、负向加速度极值。 Wind,wave,and current are strongly coupled in the marine environment,and accurately describing the wave propagation law in a coupled field is important.To reveal the real-time evolution mechanism of wind,current,and wave coupling conditions,Fluent is used for constructing a numerical wave tank.First,the consistency of the direction of the wind and water particle velocities at the free surface of the wind-wave coupling boundary is improved.Subsequently,on this basis,the time-space evolution law of wave propagation under various working conditions is investigated,and the velocity distribution characteristics of water particles are analyzed.Finally,the multifield coupling mechanism of wind,waves,and currents is extracted.Results show that the improved boundary wind-wave coupling wave-making technology proposed herein has good stability and effectiveness.After the wind-wave coupling,trough subsidence causes the second-order Stokes wave to neglect the characteristics of“flat troughs.”Wave-current coupling,along with the wave group phenomenon,causes the wave height to decrease significantly and the wavelength to increase.The phase distributions of water particles under each working condition at the horizontal and vertical velocities present a bouquet shape;simultaneously,they reach the extreme values of positive and negative accelerations in phases T and T,respectively.
作者 柯世堂 王硕 张伟 王岩 王同光 KE Shitang;WANG Shuo;ZHANG Wei;WANG Yan;WANG Tongguang(Department of Civil and Airport Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 211106, China)
出处 《哈尔滨工程大学学报》 EI CAS CSCD 北大核心 2021年第9期1312-1320,共9页 Journal of Harbin Engineering University
基金 国家重点研发计划(2017YFE0132000,2019YFB150370) 国家自然科学基金项目(51761165022,52078251).
关键词 数值波浪水池 耦合作用 波浪演化规律 水质点速度分布 自由液面 STOKES波 加速度极值 涡系结构 numerical wave tank coupling effect wave evolution law water particle velocity distribution free surface Stokes wave acceleration extremum vortex system structure
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  • 1邹志利,邱大洪,王永学.VOF方法模拟波浪槽中二维非线性波[J].水动力学研究与进展(A辑),1996,11(1):93-103. 被引量:30
  • 2SHI J Z.The vertical structure of combined wave-current flow. Ocean Engineering . 2008
  • 3OLABARRIETAM,MEDINAR,CASTANEDO S.Effects of wave-current interaction on the current profile. Coastal Engineer-ing . 2010
  • 4MUSUMECI R E,CAVALLO L,FOTI E,et al.Wave plus currents crossing at right angle:Experimental investigation. Journal of Geophysical Research . 2008
  • 5Zhenhua Huang,Chiang C Mei.Effects of surface waves on a turbulent current over a smooth or rough seabed. Journal of Fluid Mechanics . 2003
  • 6Klopman,G.Vertical structure of the flow due to waves and currents;Part II :Laser-Doppleer flow measurements for waves following or opposing a current. Delft Hydraulics . 1994
  • 7Yang S. Q.,Xu,W. L.,Yu G. L.Velocity distribution in a gradually accelerating free surface flow. Advances in Water Resources . 2006
  • 8Svendsen I A,Lorenz R S.Velocities in combined un-dertow and longshore currents. Coastal Engineering . 1989
  • 9MATHISEN P P,MADSEN O S.Waves and currents over a fixed rippled bed IBottom roughness experienced by waves and currents. Chinese Journal of Geophysics . 1996
  • 10Nielsen P.Coastal Bottom Boundary Layers and Sediment Transport. . 1992

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