| contributor author | Theofanis V. Karambas | |
| contributor author | Christopher G. Koutitas | |
| date accessioned | 2017-05-08T21:10:04Z | |
| date available | 2017-05-08T21:10:04Z | |
| date copyright | January 1998 | |
| date issued | 1998 | |
| identifier other | %28asce%290733-950x%281998%29124%3A1%2836%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41227 | |
| description abstract | An improvement to Stokes nonlinear theory for steady water waves is presented. The method is based on the solution of the kinematic and the dynamic free-surface boundary conditions. The expression of the stream function is taken from the Stokes V theory. The numerical method is a very simple iterative procedure. The method is valid at any depth greater than | |
| publisher | American Society of Civil Engineers | |
| title | An Improvement to Stokes Nonlinear Theory for Steady Waves | |
| type | Journal Paper | |
| journal volume | 124 | |
| journal issue | 1 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1998)124:1(36) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1998:;Volume ( 124 ):;issue: 001 | |
| contenttype | Fulltext | |
