Article ID Journal Published Year Pages File Type
1721626 Coastal Engineering 2006 9 Pages PDF
Abstract

A simple model for predicting the velocities under breaking waves in depth-integrated models is developed. A velocity modification due to wave breaking is formulated based on a specific exponential profile, which is then added to the numerically predicted, depth-integrated velocity profile. This modification is superficial in that it does not directly change the hydrodynamic calculations inside the depth-integrated model. The modifications can be employed in any of the numerous Boussinesq-type models, and is not dependant on the use of a particular breaking dissipation scheme. Horizontal velocity profiles, both mean and instantaneous, are compared with experimental data in the surf zone. The comparisons show good agreement, markedly better than the un-modified results, and on par with published numerical results from sophisticated models.

Related Topics
Physical Sciences and Engineering Engineering Ocean Engineering
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