Interaction between incident and reflected mechanical waves in the presence of an opposing wind

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-07-04 DOI:10.1016/j.coastaleng.2024.104572
Fabio Addona
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Abstract

The interaction between wind and waves largely determines exchanges of mass, momentum, energy, and substances which take place at the air–sea interface. Usually, the parameterization of such interaction considers only the case of progressive waves. However, reflection is practically ubiquitous in the field, especially in coastal areas, and in the lab. Recent experimental studies have extensively treated this subject, showing that even a small amount of wave reflection can significantly modify the free surface elevation and the velocity field on the water side. Nonetheless, a theoretical framework for an exhaustive description of the wave reflection role is still lacking. In this work, an analytical model is developed to emphasize the role of reflection in terms of incident-reflected waves interaction in the 2D momentum equations. A non-null interaction between the incident and the reflected waves is predicted for partially-reflected monochromatic waves, and it is represented by a reflection-induced stress tensor. A phase shift is found among the total wave height, the velocity and the shear stress, with implications on the partition of the wave velocity and stresses. Then, the incident, reflected, and total components of the velocity and of the stresses along the regular wave phase are compared with a set of laboratory experiments, where monochromatic waves in condition of partial reflection are ruffled by an opposing wind. The overlap between experiments and theory is remarkably good, thus validating the entire procedure and assumptions. From the experiments, the fluctuating shear stress and kinetic energy are also extracted for different reflection conditions of the mechanical wave, showing a peak of both quantities near the wave trough (close to the surface). Overall, the experimental analysis gives insights into the velocity, momentum and energy fluxes along the wave phase, based on velocity measurements at one fetch length.

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入射和反射机械波在对风作用下的相互作用
风和波之间的相互作用在很大程度上决定了海气界面上发生的质量、动量、能量和物质交换。通常,这种相互作用的参数设置只考虑逐级波的情况。然而,在野外,特别是沿海地区和实验室中,反射实际上是无处不在的。最近的实验研究对这一问题进行了广泛的探讨,结果表明,即使是少量的波浪反射,也会显著改变自由表面的高程和水侧的速度场。尽管如此,目前仍缺乏详尽描述波反射作用的理论框架。本研究建立了一个分析模型,从二维动量方程中入射波与反射波相互作用的角度来强调反射的作用。对于部分反射的单色波,预测了入射波和反射波之间的非零相互作用,并用反射引起的应力张量表示。研究发现,总波高、波速和剪应力之间存在相移,这对波速和应力的划分产生了影响。然后,将速度和应力的入射分量、反射分量和总分量沿规则波相与一组实验室实验进行了比较,在实验室实验中,部分反射条件下的单色波被对向风吹动。实验与理论的重合度非常高,从而验证了整个程序和假设。从实验中还提取了机械波在不同反射条件下的波动剪应力和动能,显示出这两个量在波谷附近(靠近表面)都有一个峰值。总之,实验分析根据一个波段长度的速度测量结果,揭示了沿波相的速度、动量和能量通量。
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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来源期刊
Coastal Engineering
Coastal Engineering 工程技术-工程:大洋
CiteScore
9.20
自引率
13.60%
发文量
0
审稿时长
3.5 months
期刊介绍: Coastal Engineering is an international medium for coastal engineers and scientists. Combining practical applications with modern technological and scientific approaches, such as mathematical and numerical modelling, laboratory and field observations and experiments, it publishes fundamental studies as well as case studies on the following aspects of coastal, harbour and offshore engineering: waves, currents and sediment transport; coastal, estuarine and offshore morphology; technical and functional design of coastal and harbour structures; morphological and environmental impact of coastal, harbour and offshore structures.
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