| contributor author | Deborah J. Wood | |
| contributor author | D. Howell Peregrine | |
| date accessioned | 2017-05-08T21:10:16Z | |
| date available | 2017-05-08T21:10:16Z | |
| date copyright | July 2000 | |
| date issued | 2000 | |
| identifier other | %28asce%290733-950x%282000%29126%3A4%28191%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41346 | |
| description abstract | Breakwaters often stand on a rubble mound or have a rubble berm in front of the structure. The pressure-impulse model for violent water-wave impact on a wall fronted by an impermeable bed is extended to include a porous region simulating a porous berm. The effect of different berm porosities on the pressure impulse is investigated. Even some large changes in porosity are found to have little effect (at most 20%) on the pressure impulse both on the wall and along the berm. However, in this study evolution toward the wall is not included. | |
| publisher | American Society of Civil Engineers | |
| title | Wave Impact on a Wall Using Pressure-Impulse Theory. II: Porous Berm | |
| type | Journal Paper | |
| journal volume | 126 | |
| journal issue | 4 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2000)126:4(191) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 004 | |
| contenttype | Fulltext | |