Analysis of the Momentum Transfer Operated by the Breaking in Modulated Wave Trains in Wind and No-Wind Conditions

A. Iafrati, M. Falchi
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Abstract

An analysis of the flow and of the vertical transfer of the horizontal momentum induced by the breaking of modulated wave trains in wind and no-wind conditions is presented. The study is based on the results of two-dimensional numerical simulation of the Navier-Stokes equations for two-phase flow. The open source Gerris flow solver has been used, which employs a Volume of Fluid technique to capture the air-water interface. The breaking is induced through the Benjamin-Feir instability mechanism. The numerical simulations cover the entire range from the initial development of the instability, the breaking phase and the post-breaking evolution. In order to investigate the role played by the wind, a uniform wind profile, twice the phase speed, is initialized in the air phase and it is left to evolve while interacting with the wave system. Results in terms of averaged horizontal velocity and vertical flux of horizontal momentum are presented. It is shown that in the wind case the backward stresses induced at the wave troughs as a consequence of the flow separation at the crest influence significantly the flow in the upper water layer, particularly in the pre-breaking phase. No substantial differences are found between the wind and no-wind solutions in terms of the vertical transfer of horizontal momentum in the lower water layer. The vertical flux of horizontal momentum in air is consistent with the velocity reduction occurring in the wind case in the early stage.
有风和无风条件下调制波列破断驱动的动量传递分析
分析了在有风和无风条件下调制波列破碎引起的流动和水平动量的垂直传递。本研究基于二维数值模拟两相流的Navier-Stokes方程的结果。使用了开源的Gerris流动求解器,它采用了流体体积技术来捕获空气-水界面。断裂是通过Benjamin-Feir失稳机制引起的。数值模拟涵盖了从不稳定初始发展到破碎阶段和破碎后演化的整个过程。为了研究风所起的作用,在气相中初始化一个两倍于相速度的均匀风廓线,并让它在与波系统相互作用的同时演变。给出了平均水平速度和水平动量垂直通量的计算结果。结果表明,在风的情况下,波峰处的水流分离在波谷处引起的反应力对上层水层的水流有显著的影响,特别是在破碎前阶段。在低水层水平动量的垂直转移方面,有风和无风解决方案之间没有实质性差异。空气中水平动量的垂直通量与早期风况中出现的速度减小一致。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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