Volume 3, Issue 4 pp. 399-424
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Free surface wave motions and interactions

E. W. Miner

E. W. Miner

Fluid Dynamics Branch, Naval Research Laboratory, Washington, D.C. 20375, U.S.A.

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M. J. Fritts

M. J. Fritts

Laboratory for Computational Physics, Naval Research Laboratory, Washington, D.C. 20375, U.S.A.

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O. M. Griffin

O. M. Griffin

Fluid Dynamics Branch, Naval Research Laboratory, Washington, D.C. 20375, U.S.A.

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S. E. Ramberg

S. E. Ramberg

Fluid Dynamics Branch, Naval Research Laboratory, Washington, D.C. 20375, U.S.A.

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First published: July/August 1983
Citations: 2

Abstract

This paper investigates the problems involved in the numerical simulation of free surface wave motions and surface wave effects on marine structures. Various approaches that might be taken in meeting these problems are discussed, and their relative advantages and disadvantages are considered. One particular approach combines a Lagrangian formulation of the governing equations, a triangular grid and a finite-difference solution procedure. Since this approach has some distinct advantages in the numerical calculation of fluid flows which include a free surface, it formed the basis for the development of one particular computer code, SPLISH. Sufficient progress has been made with the SPLISH code to demonstrate the attractiveness of numerical calculations for wave flow problems. Recent computational results demonstrate that realistic time-varying local flow fields, pressures and forces on and near structures such as a half-cyclinder on the ocean floor can be determined from numerical calculations for certain conditions. Good agreement is found in comparison of the numerical results from SPLISH, recent linear wave Green's function and fifth-order asymptotic solutions for wave motion over a bottom seated half-cylinder, and an experimental simulation in a wave channel.

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