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Solitary Wave Interacting with a Submerged Circular Plate

Abstract The interaction between a solitary wave and a submerged circular plate of a finite thickness was investigated in this study. Analytical solutions based on the linear long wave theory were first derived to serve as the leading-order predictive tool for this physical process. While the analyt...

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Published in:Journal of waterway, port, coastal, and ocean engineering port, coastal, and ocean engineering, 2021-01, Vol.147 (1)
Main Authors: Wu, Tso-Ren, Lo, Hong-Yueh, Tsai, Yu-Lin, Ko, Li-Hung, Chuang, Mei-Hui, Liu, Philip L.-F
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container_title Journal of waterway, port, coastal, and ocean engineering
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description Abstract The interaction between a solitary wave and a submerged circular plate of a finite thickness was investigated in this study. Analytical solutions based on the linear long wave theory were first derived to serve as the leading-order predictive tool for this physical process. While the analytical solutions provide an easy way to calculate the wave field, they are limited by the simplifying assumptions. To complement the analytical solutions, a 3D Navier–Stokes equation solver with the large eddy simulation turbulence model was employed. The numerical model was verified against the analytical solutions for nearly linear cases and then applied to study more nonlinear cases in which the analytical solutions were less accurate. Both the analytical solutions and the numerical results show that wave focusing occurs near the lee side of the circular plate, creating higher local wave heights than that of the incident wave. As the wave passes over the submerged plate, the plate experiences an uplifting net force, followed by a net force in the downward direction, and then an uplifting net force again. The flow and pressure fields and vortices were also examined. By presenting the analytical and numerical tools that can be used to study this problem, and discussing the overall physics of this process, it is hoped that this study paves the way for future studies on this subject.
doi_str_mv 10.1061/(ASCE)WW.1943-5460.0000605
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Analytical solutions based on the linear long wave theory were first derived to serve as the leading-order predictive tool for this physical process. While the analytical solutions provide an easy way to calculate the wave field, they are limited by the simplifying assumptions. To complement the analytical solutions, a 3D Navier–Stokes equation solver with the large eddy simulation turbulence model was employed. The numerical model was verified against the analytical solutions for nearly linear cases and then applied to study more nonlinear cases in which the analytical solutions were less accurate. Both the analytical solutions and the numerical results show that wave focusing occurs near the lee side of the circular plate, creating higher local wave heights than that of the incident wave. As the wave passes over the submerged plate, the plate experiences an uplifting net force, followed by a net force in the downward direction, and then an uplifting net force again. 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1943-5460
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subjects Circular plates
Computational fluid dynamics
Computer simulation
Exact solutions
Fluid flow
Incident waves
Large eddy simulation
Large eddy simulations
Mathematical models
Navier-Stokes equations
Numerical models
Physics
Pressure distribution
Solitary waves
Technical Papers
Turbulence
Turbulence models
Wave height
title Solitary Wave Interacting with a Submerged Circular Plate
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