The impact of modulational instability on coastal wave forecasting using quadratic models

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL Coastal Engineering Pub Date : 2024-03-11 DOI:10.1016/j.coastaleng.2024.104502
Gal Akrish , Ad Reniers , Marcel Zijlema , Pieter Smit
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Abstract

Coastal wave forecasting over large spatial scales is essential for many applications (e.g., coastal safety assessments, coastal management and developments, etc.). This demand explains the necessity for accurate yet effective models. A well-known efficient modelling approach is the quadratic approach (often referred to as frequency-domain models, nonlinear mild-slope models, amplitude models, etc.). The efficiency of this approach stems from a significant modelling reduction of the original governing equations (e.g., Euler equations). Most significantly, the description of wave nonlinearity essentially collapses into a single mode coupling term determined by the quadratic interaction coefficients. As a result, it is expected that the efficiency achieved by the quadratic approach is accompanied by a decrease in prediction accuracy. In order to gain further insight into the predictive capabilities of this modelling approach, this study examines six different quadratic formulations, three of which are of the Boussinesq type and the other three are referred to as fully dispersive. It is found that while the Boussinesq formulations reliably predict the evolution of coastal waves, the predictions by the fully dispersive formulations tend to be affected by false developments of modulational instability. Consequently, the predicted wave fields by the fully dispersive formulations are characterized by unexpectedly strong modulations of the sea-swell part and associated unexpected infragravity response. The impact of the modulational instability on wave prediction based on the quadratic approach is further demonstrated using existing laboratory results of bichromatic and irregular wave conditions.

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调制不稳定性对使用二次模型进行海岸波浪预报的影响
大空间尺度的海岸波浪预报对许多应用(如海岸安全评估、海岸管理和开发等)都 至关重要。这种需求说明了精确而有效的模式的必要性。众所周知的高效建模方法是二次方方法(通常称为频域模型、非线性微坡模型、振幅模型等)。这种方法的高效性源于对原始控制方程(如欧拉方程)建模的大幅缩减。最重要的是,对波浪非线性的描述本质上归结为由二次相互作用系数决定的单模耦合项。因此,预计二次方法在提高效率的同时,也会降低预测精度。为了进一步了解这种建模方法的预测能力,本研究考察了六种不同的二次方公式,其中三种属于布森斯克类型,另外三种被称为全分散型。研究发现,布森斯克公式可以可靠地预测沿岸波浪的演变,而全分散公式的预测结果则 往往受到调制不稳定性错误发展的影响。因此,用全分散公式预测的波浪场的特点是海涌部分出现意外的强调制和相关的意 外次重力响应。利用现有的双色波和不规则波的实验室结果,进一步证明了调制不稳定性对基于二次方法的波浪预测的影响。
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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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