| contributor author | Iñigo J. Losada | |
| contributor author | Robert A. Dalrymple | |
| contributor author | Miguel A. Losada | |
| date accessioned | 2017-05-08T21:09:42Z | |
| date available | 2017-05-08T21:09:42Z | |
| date copyright | July 1993 | |
| date issued | 1993 | |
| identifier other | %28asce%290733-950x%281993%29119%3A4%28367%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41002 | |
| description abstract | The linear theory for waves impinging obliquely on a vertical, porous breakwater with an impermeable crown is examined. The wave‐induced flow within the breakwater is modeled by the 1972 theory of Sollitt and Cross. Using eigen‐function expansions for the velocity potentials seaward of the breakwater, beneath the crown, and behind the structure, the reflection and transmission coefficients are calculated to determine the sheltering provided by the breakwater. The results agree well with other methods, including a plane wave analysis, obtained by neglecting the evanescent wave modes. The distribution of the wave‐induced pressure along the base of the crown is also calculated, showing that the linear pressure gradient assumption usually applied for uplift forces on the breakwater crown is inaccurate. | |
| publisher | American Society of Civil Engineers | |
| title | Water Waves on Crown Breakwaters | |
| type | Journal Paper | |
| journal volume | 119 | |
| journal issue | 4 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1993)119:4(367) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1993:;Volume ( 119 ):;issue: 004 | |
| contenttype | Fulltext | |
