宽角水波变换的一致非线性缓坡方程模型

IF 4.2 2区 工程技术 Q1 ENGINEERING, CIVIL
In-Chul Kim , James M. Kaihatu
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引用次数: 0

摘要

抛物方程模型受其固定主传播方向的约束,将波场限制在小角度。为了克服这一限制,本研究提出了两种基于新的色散非线性缓坡方程模型的建模方法,该模型使波能够在广泛的方向上传播。第一种方法将线性项的极大极小逼近与特殊排序系统下的非线性求和相结合,得到一个高阶抛物模型。第二种方法扩展抛物线方程,通过傅里叶分解合并沿岸波数分量,并使用额外的强迫修改傅里叶反变换项,以解释横向底部变化与波场之间的相互作用。我们通过与实验室实验的比较来验证所提出的模型,实验涉及地形透镜、椭圆形浅滩和圆形浅滩的波聚焦。总的来说,所提出的模型增强了在各种条件下波传播的预测。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Consistent nonlinear mild-slope equation models for wide-angle water waves transformation
Parabolic equation models are constrained by their fixed principal propagation direction, limiting wave fields to small angles. To overcome this limitation, this study proposes two modeling approaches based on a new dispersive nonlinear mild-slope equation model that enable wave propagation across a broad range of directions. The first approach integrates a minimax approximation for linear terms with nonlinear summation under a specialized ordering system, resulting in a higher-order parabolic model. The second approach extends the parabolic equation by incorporating alongshore wavenumber components through Fourier decomposition and modifies the inverse Fourier transform terms with additional forcing to account for interactions between lateral bottom variations and the wave field. We validate the proposed models through comparisons against laboratory experiments involving wave focusing by a topographical lens, an elliptic shoal, and a circular shoal. Overall, the proposed models enhance the prediction of wave propagation under a variety of conditions.
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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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