| contributor author | Jacob Hjelmager Jensen | |
| contributor author | Jørgen Fredsøe | |
| date accessioned | 2017-05-08T21:10:21Z | |
| date available | 2017-05-08T21:10:21Z | |
| date copyright | October 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-950x%282001%29127%3A5%28272%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41411 | |
| description abstract | By means of detailed mathematical modeling the processes responsible for the morphological evolution of small-scale excavations exposed to wave-induced flow are investigated. The problem is relevant when assessing rates of sedimentation of trenches dredged for the purpose of laying out pipelines or cables in the marine environment. A flow and sediment transport model formulated in curvilinear coordinates is applied. The unsteady Reynolds-averaged Navier-Stokes equations along with a standard | |
| publisher | American Society of Civil Engineers | |
| title | Sediment Transport and Backfilling of Trenches in Oscillatory Flow | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 5 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(2001)127:5(272) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 005 | |
| contenttype | Fulltext | |
