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Apr 26, 2012
Analytical Solution of One-Dimensional Bay Forced by Sea Breeze
Authors: Nicholas C. Kraus [email protected] and Adele Militello [email protected]Author Affiliations
Publication: Ocean Wave Measurement and Analysis (2001)
Abstract
This paper introduces a closed-form analytical solution of the one-dimensional (1D), depth-averaged linearized momentum and continuity equations that incorporates linear bottom friction and the non-linear wind stress. The solution describes wind-forced motion in a 1D basin with horizontal bottom as governed by water depth, basin length, bottom friction coefficient, wind speed, and fundamental frequency of an oscillatory wind. The solution displays in compact form general behavior and dependencies of the physical processes, including generation of wind-induced harmonies of the forcing motion, damping, and resonance. The solution can serve as a benchmark test for numerical models of the shallow-water equations, as well as provide estimates of wind-induced motion in enclosed water bodies.
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© 2002 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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M.ASCE
U.S. Army Engineer Research and Development Center, Coastal and Hydraulics Laboratory, 3909 Halls Ferry Road, Vicksburg, MS 39180-6199. E-mail: [email protected]
Coastal Analysis, LLC, 4886 Herron Road, Eureka, CA 95503. E-mail: [email protected]
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