| dc.contributor.author | Anders Wedel | |
| dc.contributor.author | Nielsen | |
| dc.contributor.author | B. Mutlu | |
| dc.contributor.author | Sumer | |
| dc.contributor.author | Sebastian Schjelde | |
| dc.contributor.author | Ebbe | |
| dc.contributor.author | Jørgen | |
| dc.contributor.author | Fredsøe | |
| dc.date.accessioned | 2017-05-08T22:04:12Z | |
| dc.date.available | 2017-05-08T22:04:12Z | |
| dc.date.copyright | November 2012 | |
| dc.date.issued | 2012 | |
| dc.identifier.other | %28asce%29ww%2E1943-5460%2E0000194.pdf | |
| dc.identifier.uri | http://yetl.yabesh.ir/yetl/handle/yetl/70429 | |
| dc.description.abstract | The scour process around monopiles caused by breaking waves is studied experimentally using regular waves. The use of regular waves is conservative, which made it possible to avoid scour phenomena caused by nonbreaking waves such as scour generation and backfilling. The waves were breaking on a flat sand section after shoaling on a mildly sloping ramp. Various monopiles were exposed to plunging breakers that were breaking at various distances from the pile. It was found that the scour was caused by turbulence generated by the breaking and was diverted toward the bottom by the pile. The maximum scour depth found was approximately 0.60 | |
| dc.publisher | American Society of Civil Engineers | |
| dc.title | Experimental Study on the Scour around a Monopile in Breaking Waves | |
| dc.type | Journal Paper | |
| dc.journal.volume | 138 | |
| dc.journal.issue | 6 | |
| dc.journal.title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| dc.identifier.doi | 10.1061/(ASCE)WW.1943-5460.0000148 | |
| dc.tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 006 | |
| dc.contenttype | Fulltext | |
