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contributor authorA. N. Williams
contributor authorJ. H. Vazquez
contributor authorT. W. W. Crull
date accessioned2017-05-08T21:09:55Z
date available2017-05-08T21:09:55Z
date copyrightNovember 1995
date issued1995
identifier other%28asce%290733-950x%281995%29121%3A6%28326%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41120
description abstractA theoretical solution is presented for oblique-wave diffraction by a segmented offshore breakwater system consisting of an infinite array of equally spaced vertical barriers oriented at an arbitrary angle to the line joining their centers. The solution is obtained by a Green's function approach. The geometrical periodicity of the breakwater system reduces the problem to that of a singular integral equation for the potential difference across a single breakwater element. Zero-order reflection and transmission coefficients are defined in terms of the amplitudes of the asymptotic (propagating) diffracted waves traveling in the opposite direction to or the same direction as the incident waves, respectively. Numerical values of these coefficients are presented for a range of angles of wave incidence and breakwater orientation, for various breakwater geometric configurations. For certain parameter combinations, significant wave reflection can be achieved using this type of breakwater system.
publisherAmerican Society of Civil Engineers
titleOblique-Wave Diffraction by Noncollinear Segmented Offshore Breakwaters
typeJournal Paper
journal volume121
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1995)121:6(326)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
contenttypeFulltext


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