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contributor authorP. McIver
date accessioned2017-05-08T21:10:10Z
date available2017-05-08T21:10:10Z
date copyrightMarch 1999
date issued1999
identifier other%28asce%290733-950x%281999%29125%3A2%2866%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41280
description abstractThe linearized theory of water waves is used to study the diffraction of an incident plane wave by a thin porous vertical breakwater of semi-infinite extent. Under the assumption that the wavelength is much greater than the breakwater thickness, the breakwater is replaced by a thin permeable barrier and a suitable boundary condition applied on the barrier. An explicit solution, found by the Wiener-Hopf technique, is presented for the barrier diffraction problem and then easily computable asymptotic forms are derived. Results are presented to illustrate the effects of porosity and variable angle of wave incidence.
publisherAmerican Society of Civil Engineers
titleWater-Wave Diffraction by Thin Porous Breakwater
typeJournal Paper
journal volume125
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(1999)125:2(66)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1999:;Volume ( 125 ):;issue: 002
contenttypeFulltext


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