Linear water wave interaction with a composite porous structure in a two-layer fluid flowing over a step-like sea-bed

IF 1.1 4区 地球科学 Q3 ASTRONOMY & ASTROPHYSICS
Koushik Kanti Barman, S. Bora
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引用次数: 11

Abstract

ABSTRACT The present work is concerned with the interaction of oblique surface gravity waves by a simple and composite porous block of finite width placed on a multi-step bottom in a two-layer fluid. The ocean depth is taken to be finite and its bed impermeable. The problem is studied by employing linearised water wave theory and eigenfunction expansion. The dispersion relations and their roots are analysed which give a clear understanding of the phenomenon. The cases of simple and composite interface-piercing structures are taken up separately to investigate the impact of porosity in wave attenuation for surface and interface modes. Waves propagate through the porous structure with distinct eigenvalues. The appropriateness of structures of various configurations on the scattering of surface waves is investigated by examining the reflection coefficients for waves in surface and interface modes as well as their effects on the free surface and interface elevations, the wave-loads on the structure and the rigid wall supporting the structure at one end. Further, as a special case, the sea-bed preceding the step bottom is considered to be porous and its effect on reflection is examined. The investigation establishes that for a suitable configuration of the porous structure, an optimum width can be ascertained to design a breakwater of reasonable efficiency possessing characteristics of both reflection and dissipation processes. The problems are solved analytically and the results are presented in graphical form. This kind of study is likely to have immense significance for designing of different types of coastal structures with respect to reflection and dissipation of wave energy at continental shelves which is influenced by a stratified fluid, which is modelled in this work as a two-layer fluid for convenience. Comparison of present results with available results show good agreement and this points towards the effectiveness of the model described in this work.
阶梯状海床上两层流体与复合多孔结构的线性水波相互作用
摘要本文研究了在两层流体中放置在多台阶底部的有限宽度的简单复合多孔块与斜表面重力波的相互作用。海洋的深度被认为是有限的,它的海床是不透水的。采用线性化水波理论和本征函数展开方法对该问题进行了研究。分析了色散关系及其根源,对这一现象有了清晰的认识。分别以简单和复合界面穿透结构为例,研究了孔隙度对表面和界面模式下波衰减的影响。波以不同的特征值在多孔结构中传播。通过分析波在表面模式和界面模式下的反射系数,以及它们对自由表面和界面高程、结构上的波荷载和一端支撑结构的刚性墙的影响,研究了不同结构形式对表面波散射的适宜性。此外,作为一种特殊情况,认为阶梯底部之前的海床是多孔的,并研究了其对反射的影响。研究表明,在适当的多孔结构形态下,可以确定最佳宽度,从而设计出具有反射和耗散特性的合理效率的防波堤。对问题进行了解析求解,并以图形形式给出了结果。这种研究可能对设计不同类型的海岸结构具有巨大的意义,这些沿海结构受层状流体的影响,波浪能在大陆架上的反射和耗散。为了方便起见,本研究将层状流体建模为两层流体。将现有的结果与已有的结果进行比较,结果一致,表明本文所描述的模型是有效的。
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
Geophysical and Astrophysical Fluid Dynamics
Geophysical and Astrophysical Fluid Dynamics 地学天文-地球化学与地球物理
CiteScore
3.10
自引率
0.00%
发文量
14
审稿时长
>12 weeks
期刊介绍: Geophysical and Astrophysical Fluid Dynamics exists for the publication of original research papers and short communications, occasional survey articles and conference reports on the fluid mechanics of the earth and planets, including oceans, atmospheres and interiors, and the fluid mechanics of the sun, stars and other astrophysical objects. In addition, their magnetohydrodynamic behaviours are investigated. Experimental, theoretical and numerical studies of rotating, stratified and convecting fluids of general interest to geophysicists and astrophysicists appear. Properly interpreted observational results are also published.
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