| contributor author | John P. Ahrens | |
| contributor author | Donald L. Ward | |
| date accessioned | 2017-05-08T21:09:32Z | |
| date available | 2017-05-08T21:09:32Z | |
| date copyright | September 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-950x%281991%29117%3A5%28534%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40899 | |
| description abstract | Laboratory tests with irregular waves to determine wave run-up characteristics and armor stability of riprap revetments are discussed. Tests include conventional, plane, 1-on-2 slope revetments and conventional revetments fronted by rubble berms. Rubble berms tested herein reduced the maximum run-up by rather modest amounts, up to about 20% but typically around 10%, but they produced substantial improvement in the armor stability. These effects are discussed and quantified. This study demonstrates the need for a reliable irregular wave run-up gauge for laboratory studies of rough, porous coastal structures. | |
| publisher | American Society of Civil Engineers | |
| title | Performance of Bermed Revetments | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 5 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1991)117:5(534) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 005 | |
| contenttype | Fulltext | |
