| contributor author | J. A. Zelt | |
| contributor author | F. Raichlen | |
| date accessioned | 2017-05-08T21:09:31Z | |
| date available | 2017-05-08T21:09:31Z | |
| date copyright | May 1991 | |
| date issued | 1991 | |
| identifier other | %28asce%290733-950x%281991%29117%3A3%28247%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40879 | |
| description abstract | The one‐dimensional inundation over an impermeable horizontal bed by incident solitary waves is studied both experimentally and numerically. The numerical model is based on a set of Boussinesq long‐wave equations cast in the Lagrangian frame and a finite element technique is used to effect a numerical solution. Two nonbreaking solitary waves with amplitude ratios | |
| publisher | American Society of Civil Engineers | |
| title | Overland Flow from Solitary Waves | |
| type | Journal Paper | |
| journal volume | 117 | |
| journal issue | 3 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1991)117:3(247) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 003 | |
| contenttype | Fulltext | |
