Diffraction of Water Waves by Porous BreakwatersSource: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006Author:Xiping Yu
DOI: 10.1061/(ASCE)0733-950X(1995)121:6(275)Publisher: American Society of Civil Engineers
Abstract: Diffraction 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.
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| contributor author | Xiping Yu | |
| date accessioned | 2017-05-08T21:09:55Z | |
| date available | 2017-05-08T21:09:55Z | |
| date copyright | November 1995 | |
| date issued | 1995 | |
| identifier other | %28asce%290733-950x%281995%29121%3A6%28275%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41113 | |
| description abstract | Diffraction 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. | |
| publisher | American Society of Civil Engineers | |
| title | Diffraction of Water Waves by Porous Breakwaters | |
| type | Journal Paper | |
| journal volume | 121 | |
| journal issue | 6 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1995)121:6(275) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 006 | |
| contenttype | Fulltext |