TECHNICAL PAPERS
Oct 15, 2004

Incorporation of Wind Effects Into Boussinesq Wave Models

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 130, Issue 6

Abstract

Recent advances in the Boussinesq modeling of nearshore hydrodynamics offer a platform for the study of wind effects on wave transformation and breaking-generated nearshore circulation. The paper documents: (1) the new parameterization of the momentum flux transferred from the wind to surface gravity waves in the coastal region on the basis of the field observations; (2) the implementation of the parameterized wind stress into phase-resolving Boussinesq wave models; (3) the development of empirical breaking criteria with the wind effect based on the existing laboratory data; and (4) the tests of the extended Boussinesq model against field observations and empirical results with respect to wind drag coefficients over shoaling waves and wave growth on a shallow lake. Fairly good agreement between the model results and measurements is observed. The methodology for the parameterization of the wind stress as a function of wave steepness and wind speed as well as the extended Boussinesq model incorporating the wind forcing can be used as a tool to improve our understanding of wind effects on nearshore wave propagation and horizontal circulation.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 130Issue 6November 2004
Pages: 312 - 321

History

Published online: Oct 15, 2004
Published in print: Nov 2004

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Authors

Affiliations

Qin Chen
Assistant Professor, Dept. of Civil Engineering, Univ. of South Alabama, Mobile, AL 36688. E-mail: [email protected]
James M. Kaihatu
Oceanographer, Ocean Dynamics and Prediction Branch, Oceanography Division, Code 7322, Naval Research Laboratory, Stennis Space Center, MS 39529-5004.
Paul A. Hwang
Supervisory Oceanographer, Oceanography Division, Naval Research Laboratory, Stennis Space Center, MS 39529-5004.

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