CFD Simulation of Nonlinear Deep-Water Wave Instabilities Involving Wave Breaking

Yuzhu Li, D. Fuhrman
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Abstract

Extreme waves at the sea surface can have severe impacts on marine structures. One of the theoretical mechanisms leading to extreme waves is the instability of deep-water wave trains subject to initially small perturbations, which then grow exponentially. The present study focuses on the two-dimensional Benjamin–Feir (or modulational) instability and the three-dimensional crescent (or horseshoe) waves, also known as Class I and Class II instabilities, respectively. Numerical studies on Class I and Class II wave instabilities to date have been limited to models founded on potential flow theory, thus they could only properly investigate the process from initial growth of the perturbations to the initial breaking point. The present study conducts numerical simulations to investigate the generation and development of wave instabilities involving the wave breaking process. A CFD model solving Reynolds-averaged Navier-Stokes (RANS) equations coupled with turbulence closure in terms of the anisotropic Reynolds stress model is applied. Wave form evolutions, Fourier amplitudes, and the turbulence beneath the broken waves are investigated.
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涉及破波的非线性深水波浪不稳定性CFD模拟
海面上的极端海浪会对海洋结构产生严重影响。导致极端波浪的理论机制之一是受最初小扰动影响的深水波浪序列的不稳定性,然后呈指数增长。本研究的重点是二维Benjamin-Feir(或调制)不稳定性和三维新月形(或马蹄形)波,也分别被称为I类和II类不稳定性。迄今为止,对第一类和第二类波动不稳定性的数值研究仅限于建立在势流理论基础上的模型,因此它们只能适当地研究从扰动的初始增长到初始断点的过程。本文通过数值模拟研究了波浪破碎过程中波浪不稳定性的产生和发展。采用了基于各向异性雷诺应力模型求解湍流闭合的Reynolds-average Navier-Stokes (RANS)方程的CFD模型。研究了波形演化、傅立叶振幅和破碎波下的湍流。
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