| contributor author | Todd L. Walton, Jr. | |
| contributor author | John Ahrens | |
| date accessioned | 2017-05-08T21:09:22Z | |
| date available | 2017-05-08T21:09:22Z | |
| date copyright | September 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-950x%281989%29115%3A5%28703%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40770 | |
| description abstract | Periodic wave run-up data on smooth structure slopes is reanalyzed in a unified format that allows maximum relative run-up to be estimated for coastal structures with slopes ranging from mild to steep. A method to predict the limiting wave relative run-up is proposed. The method has essentially two elements, a modified surf parameter, which allows consideration of steep structure slopes, and a limiting value of relative run-up, which provides a logical envelope for the run-up of nonbreaking waves. Considerable data are shown in a unified format, which gives a clear idea of the predictive ability of the method. | |
| publisher | American Society of Civil Engineers | |
| title | Maximum Periodic Wave Run‐up on Smooth Slopes | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 5 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1989)115:5(703) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1989:;Volume ( 115 ):;issue: 005 | |
| contenttype | Fulltext | |