Show simple item record

contributor authorXiping Yu
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%28275%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41113
description abstractDiffraction of water waves by porous breakwaters is studied based on the linear potential wave theory. The formulation of the problem includes a newly derived relation for the fluid motion through thin porous structures in addition to the conventional governing equation and boundary conditions for small-amplitude waves in ideal fluids. The porous boundary condition, indirectly verified by collected experimental data, is obtained by assuming that the flow within the porous medium is governed by a convection-neglected and porous-effect-modeled Euler equation. A vertically two-dimensional problem with long-crested waves propagating in the normal direction of an infinite porous wall is first solved and the solution is compared with available experimental data. The wave diffraction by a semiinfinite porous wall is then studied by the boundary-layer method, in which the outer approximation is formulated by virtue of the reduced two-dimensional solution. It is demonstrated that neglect of the inertial effect of the porous medium leads to an underestimate of the functional performance of a porous breakwater.
publisherAmerican Society of Civil Engineers
titleDiffraction of Water Waves by Porous 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(275)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record