Show simple item record

dc.contributor.authorLipeng
dc.contributor.authorYang
dc.contributor.authorYakun
dc.contributor.authorGuo
dc.contributor.authorBing
dc.contributor.authorShi
dc.contributor.authorCuiping
dc.contributor.authorKuang
dc.contributor.authorWeilin
dc.contributor.authorXu
dc.contributor.authorShuyou Cao
dc.date.accessioned2017-05-08T22:04:12Z
dc.date.available2017-05-08T22:04:12Z
dc.date.copyrightNovember 2012
dc.date.issued2012
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000196.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70432
dc.description.abstractThis paper presents results from laboratory experimental model studies investigating scour by waves around a pipeline attached to a flexible rubber plate or rigid spoiler. The rubber plate was placed between the submarine pipeline and bed, while the rigid spoiler is attached to the top of the pipe. The scour around pipelines with and without a rubber plate or a rigid spoiler under regular and irregular waves was observed and measured for a range of pipe sizes, wave amplitudes and frequencies, and the length of the plate/height of the spoiler. The experiments reveal that although the rigid spoilers can enhance the scour depth and extent (thus accelerating the self-burial of the pipe), they also have significant influence on both the upstream and downstream bed topography as sand ripples and dunes are formed. On the other hand, the rubber plates cannot only significantly increase the scour depth but also have little effect on the upstream and downstream bed. The experiments show that when the length of the plate is about 1.5 times the pipe size, it provides the optimum performance in terms of the largest scour depth while restricting the impact on nearby beds for the parameters investigated in this study.
dc.publisherAmerican Society of Civil Engineers
dc.titleStudy of Scour around Submarine Pipeline with a Rubber Plate or Rigid Spoiler in Wave Conditions
dc.typeJournal Paper
dc.journal.volume138
dc.journal.issue6
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000150
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 006
dc.contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record