Article ID | Journal | Published Year | Pages | File Type |
---|---|---|---|---|
8059848 | Coastal Engineering | 2014 | 20 Pages |
Abstract
A fully nonlinear domain decomposed solver is proposed for efficient computations of wave loads on surface piercing structures in the time domain. A fully nonlinear potential flow solver was combined with a fully nonlinear Navier-Stokes/VOF solver via generalized coupling zones of arbitrary shape. Sensitivity tests of the extent of the inner Navier-Stokes/VOF domain were carried out. Numerical computations of wave loads on surface piercing circular cylinders at intermediate water depths are presented. Four different test cases of increasing complexity were considered; 1) weakly nonlinear regular waves on a sloping bed, 2) phase-focused irregular waves on a flat bed, 3) irregular waves on a sloping bed and 4) multidirectional irregular waves on a sloping bed. For all cases, the free surface elevation and the inline force were successfully compared against experimental measurements.
Related Topics
Physical Sciences and Engineering
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Ocean Engineering
Authors
Bo Terp Paulsen, Henrik Bredmose, Harry B. Bingham,