Chapter
Dec 31, 2015
Numerical Model of Breakwater Wave Flows
Publication: Coastal Engineering 1988
Abstract
A mathematical model of flow on a sloping breakwater face is described and results of calculations compared with some experimental results to show how the model can be calibrated. Flow above the surface of the slope is represented by the shallow water wave equations solved by a finite difference method. Flow within the breakwater is calculated by one of two methods. A solution of the linear seepage flow equations, again using finite differences or a simplified model of inflow can be used. Experimental results for runup and reflection coefficient are from tests performed at HRL Wallingford.
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Published In
Coastal Engineering 1988
Pages: 2013 - 2027
Copyright
© 1989 American Society of Civil Engineers.
History
Published online: Dec 31, 2015
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Authors
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Alex C. Thompson
RNC Greenwich UK
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