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contributor authorP. McIver
date accessioned2017-05-08T21:10:34Z
date available2017-05-08T21:10:34Z
date copyrightMarch 2005
date issued2005
identifier other%28asce%290733-950x%282005%29131%3A2%2869%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41560
description abstractThe linearized theory of water waves is used to examine the diffraction of an incident wave by a permeable breakwater that consists of a number of distinct elements. Under the assumption that the wavelength is much greater than the thickness, each element is replaced by a thin structure and the permeability is modeled by a suitable boundary condition applied on its surface. The diffracted wave field is obtained by the solution of an integral equation and results are presented to illustrate the effects of permeability and of the characteristics of the incident wave.
publisherAmerican Society of Civil Engineers
titleDiffraction of Water Waves by a Segmented Permeable Breakwater
typeJournal Paper
journal volume131
journal issue2
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2005)131:2(69)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 002
contenttypeFulltext


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