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    Study of Scour around Submarine Pipeline with a Rubber Plate or Rigid Spoiler in Wave Conditions

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author:
    Lipeng
    ,
    Yang
    ,
    Yakun
    ,
    Guo
    ,
    Bing
    ,
    Shi
    ,
    Cuiping
    ,
    Kuang
    ,
    Weilin
    ,
    Xu
    ,
    Shuyou Cao
    DOI: 10.1061/(ASCE)WW.1943-5460.0000150
    Publisher: American Society of Civil Engineers
    Abstract: This 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.
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      Study of Scour around Submarine Pipeline with a Rubber Plate or Rigid Spoiler in Wave Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/70432
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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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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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian