Wave breaking velocity effects in depth-integrated models

被引:14
|
作者
Lynett, PJ [1 ]
机构
[1] Texas A&M Univ, Dept Civil Engn, College Stn, TX 77843 USA
基金
美国国家科学基金会;
关键词
Boussinesq; undertoe; currents; wave breaking;
D O I
10.1016/j.coastaleng.2005.10.020
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 tin-modified results, and on par with published numerical results from sophisticated models. (C) 2005 Elsevier B.V. All rights reserved.
引用
收藏
页码:325 / 333
页数:9
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