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contributor authorLipeng
contributor authorYang
contributor authorYakun
contributor authorGuo
contributor authorBing
contributor authorShi
contributor authorCuiping
contributor authorKuang
contributor authorWeilin
contributor authorXu
contributor authorShuyou Cao
date accessioned2017-05-08T22:04:12Z
date available2017-05-08T22:04:12Z
date copyrightNovember 2012
date issued2012
identifier other%28asce%29ww%2E1943-5460%2E0000196.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70432
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.
publisherAmerican Society of Civil Engineers
titleStudy of Scour around Submarine Pipeline with a Rubber Plate or Rigid Spoiler in Wave Conditions
typeJournal Paper
journal volume138
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000150
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 006
contenttypeFulltext


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