| contributor author | Philip L.‐F. Liu | |
| contributor author | Polly L. Boissevain | |
| date accessioned | 2017-05-08T21:09:10Z | |
| date available | 2017-05-08T21:09:10Z | |
| date copyright | March 1988 | |
| date issued | 1988 | |
| identifier other | %28asce%290733-950x%281988%29114%3A2%28237%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40656 | |
| description abstract | A numerical model for computing wave propagations between two breakwaters is presented. Each breakwater consists of one or two straight‐line segments. Water depth varies in space. The numerical model is based on the parabolic wave equation approach with a boundary‐fitted coordinate system. Numerical results are obtained and compared with laboratory experimental data. Good agreement is observed. | |
| publisher | American Society of Civil Engineers | |
| title | Wave Propagation Between Two Breakwaters | |
| type | Journal Paper | |
| journal volume | 114 | |
| journal issue | 2 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1988)114:2(237) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 002 | |
| contenttype | Fulltext | |
