| contributor author | S. T. Grilli | |
| contributor author | I. A. Svendsen | |
| contributor author | R. Subramanya | |
| date accessioned | 2017-05-08T21:10:00Z | |
| date available | 2017-05-08T21:10:00Z | |
| date copyright | May 1997 | |
| date issued | 1997 | |
| identifier other | %28asce%290733-950x%281997%29123%3A3%28102%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41183 | |
| description abstract | Shoaling and breaking of solitary waves is computed on slopes from 1:100 to 1:8 using an experimentally validated fully nonlinear wave model based on potential flow equations. Characteristics of waves are computed at and beyond the breaking point, and geometric self-similarities of breakers are discussed as a function of wave height and bottom slope. No wave breaks for slopes steeper than 12°. A breaking criterion is derived for milder slopes, based on values of a nondimensional slope parameter | |
| publisher | American Society of Civil Engineers | |
| title | Breaking Criterion and Characteristics for Solitary Waves on Slopes | |
| type | Journal Paper | |
| journal volume | 123 | |
| journal issue | 3 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1997)123:3(102) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1997:;Volume ( 123 ):;issue: 003 | |
| contenttype | Fulltext | |
