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contributor authorXiping Yu
contributor authorAllen T. Chwang
date accessioned2017-05-08T22:37:16Z
date available2017-05-08T22:37:16Z
date copyrightMay 1994
date issued1994
identifier other%28asce%290733-9399%281994%29120%3A5%28989%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84069
description abstractLinear potential theory is applied to the analysis of wave motion through a two‐layer porous structure. For special cases, the characteristics of waves in nondissipative, weakly, as well as strongly, dissipative media and their relations with the inertial and resistive properties of the media are explored. It is noted that in a nondissipative medium, the wave components are either nonpropagative or nondecaying. In a dissipative medium, however, they are always propagative and decaying as well. The reflection, transmission, and dissipation of monochromatic incident waves by a rectangular block, with typical dissipative characteristics and various thickness as well as submergence of its crest, are studied by the method of matched velocity potentials. It is found that there is an optimum thickness for a porous structure beyond which any further increase of the thickness may not lead to an appreciable improvement of its functional performance in reducing the transmission and reflection. It is also discovered that a medium of moderate permeability may be favorable in the design of a wide‐crested breakwater if the wave heights on both front and lee sides of the structure are required to be controlled.
publisherAmerican Society of Civil Engineers
titleWave Motion through Porous Structures
typeJournal Paper
journal volume120
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1994)120:5(989)
treeJournal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 005
contenttypeFulltext


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