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Numerical Simulation Of Breaking Waves Against Vertical Wall

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TLDR
In this article, an improved volume of fluid (VOF) technique has been used to test numerical simulation of breaking waves against a vertical wall seated on a structural foundation, where Laitone's second order solitary wave theory is used as the initial conditions.
Abstract
In this paper, an improved volume of fluid (VOF) technique has been used to test numerical simulation of breaking waves against a vertical wall seated on a structural foundation. Laitone's second order solitary wave theory is used as the initial conditions. When no foundation is present, the run up of a solitary wave on a vertical wall for a range of H/d agrees well with the experimental data. The phenomena of wave breaking, such as wave steepening, overturning and formulation of bores, have been successfully simulated by an improved VOF method. Very high intensity shock pressure and wave impact force on the vertical wall are also obtained.

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