Abstract
A deterministic combination of numerical and physical models for coastal waves is developed. In the combined model, a Boussinesq model MIKE 21 BW is applied for the numerical wave computations. A piston-type 2D or 3D wavemaker and the associated control system with active wave absorption provides the interface between the numerical and physical models. The link between numerical and physical models is given by an ad hoc unified wave generation theory which is devised in the study. This wave generation theory accounts for linear dispersion and shallow water non-linearity. Local wave phenomena (evanescent modes) near the wavemaker are taken into account. With this approach, the data transfer between the two models is thus on a deterministic level with detailed wave information transmitted along the wavemaker.
Original language | English |
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Journal | Coastal Engineering |
Volume | 54 |
Issue number | 2 |
Pages (from-to) | 171-186 |
ISSN | 0378-3839 |
DOIs | |
Publication status | Published - 2007 |
Keywords
- physical model
- wave generation
- non-linear waves
- directional waves
- numerical model
- active absorption