Journal ArticleDOI
Standing wave pressures on walls
V. Prabhakar,Vallam Sundar +1 more
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TLDR
In this paper, the Fourier series approximation method was used to calculate the pressure variations exerted on a vertical wall in a constant water depth, and the numerical results have been compared with experimental results from literature.About:
This article is published in Ocean Engineering.The article was published on 2001-05-01. It has received 11 citations till now. The article focuses on the topics: Standing wave.read more
Citations
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Wave load on submerged quarter-circular and semicircular breakwaters under irregular waves
TL;DR: In this article, the authors investigated the characteristics of wave loading on submerged circular-front breakwaters due to irregular waves and found that wave-induced vortices at the structure had a substantial influence on the wave loading.
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Wave force on vertically submerged circular thin plate in shallow water
Pradip Deb Roy,Sukamal Ghosh +1 more
TL;DR: In this paper, a solution of shallow water wave force, using small amplitude linear wave theory on two-dimensional vertically submerged circular thin plates under three different configurations: (1) a surface-piercing circular thin plate, (2) a submerged circular-thin plate, and (3) a bottom-standing circular-flat plate.
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Mechanics of nonlinear random wave groups interacting with a vertical wall
Alessandra Romolo,Felice Arena +1 more
TL;DR: In this article, the second-order free surface displacement and velocity potential when a high crest occurs at some fixed point on, or close to, the vertical wall is obtained, and the solution is exact for any water depth, and it is given as a function of the frequency spectrum of the incident waves.
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A comparative study of the first and second order theories and Goda's formula for wave-induced pressure on a vertical breakwater with irregular waves
G. Gurhan,Deniz Ünsalan +1 more
TL;DR: In this paper, the wave pressure intensity at the still water level exerted on a vertical type of breakwater with irregular waves is investigated, and a comparison is made between the first, second-order theories, Goda's formula and the experimental data.
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A second order analytical solution of focused wave group interacting with a vertical wall
Yonggang Sun,Xiantao Zhang +1 more
TL;DR: In this article, a parametric study was made on the interaction between nonlinear focused wave groups and a vertical wall by considering the effects of angles of incidence, wave steepness, focal positions, water depth, frequency bandwidth and the peak lifting factor.
References
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Journal ArticleDOI
Standing surface waves of finite amplitude
TL;DR: In this article, the surface profile, potential function, pressure and frequency of the motion are determined (to third order) as series in powers of the amplitude divided by the wavelength, and graphs of the surface profiles and of the pressure as a function of depth are included.
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Third-order approximation to short-crested waves
TL;DR: In this paper, the variables of a short-crested wave system are derived to a third-order approximation by a perturbation method, under the assumption of full reflexion, uniform finite depth and an inviscid incompressible fluid.
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Wave Forces on Vertical Walls
TL;DR: In this article, the authors give a model for the force exerted on vertical walls by the reflection of water waves with an arbitrary angle of incidence, and show that the maximum force per unit length can be caused by obliquely-incident waves rather than standing waves.
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The Fourth Order Approximation to the Pressure of Standing Waves
TL;DR: In this paper, the fourth order approximation to the pressure of standing waves has been studied in the context of coastal engineering in Japan, and the authors propose a method to estimate the fourth-order approximation of standing wave pressure.
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The calculation of nonlinear short‐crested gravity waves
TL;DR: In this paper, a numerical method involving truncated Fourier series is presented for the calculation of properties of short-crested water waves over much of the nonlinear regime.