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    Time Development of Scour around a Cylinder in Simulated Tidal Currents

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 006
    Author:
    David J. McGovern
    ,
    Suzana Ilic
    ,
    Andrew M. Folkard
    ,
    Stuart J. McLelland
    ,
    Brendan J. Murphy
    DOI: 10.1061/(ASCE)HY.1943-7900.0000857
    Publisher: American Society of Civil Engineers
    Abstract: A laboratory flume experiment was performed to investigate the time development of scour around a vertical cylinder acting as a scaled model of an offshore wind turbine monopile in tidal currents. The tidal current was simulated by resolving each half-cycle into three time steps, between which flow velocity and depth were varied. Flow direction was reversed between half-cycles, which were otherwise identical. Between them, the three time steps exhibited clear water, transitional, and live-bed conditions. The experiment was run over two full-simulated tidal cycles. The scour hole formed tended to a symmetrical shape after two half-cycles and was both shallower and slower developing than the scour hole in a unidirectional current test carried out in the same flume. This was due mainly to the variable rates of scour caused by the variable flow conditions within each half-cycle, and to a lesser extent to the infilling of the scour hole when the current direction reversed. The lower scour depth recorded in tidal conditions implies that the amount of scour protection required may be less than previous studies suggest.
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      Time Development of Scour around a Cylinder in Simulated Tidal Currents

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71178
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    contributor authorDavid J. McGovern
    contributor authorSuzana Ilic
    contributor authorAndrew M. Folkard
    contributor authorStuart J. McLelland
    contributor authorBrendan J. Murphy
    date accessioned2017-05-08T22:05:41Z
    date available2017-05-08T22:05:41Z
    date copyrightJune 2014
    date issued2014
    identifier other23397873.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71178
    description abstractA laboratory flume experiment was performed to investigate the time development of scour around a vertical cylinder acting as a scaled model of an offshore wind turbine monopile in tidal currents. The tidal current was simulated by resolving each half-cycle into three time steps, between which flow velocity and depth were varied. Flow direction was reversed between half-cycles, which were otherwise identical. Between them, the three time steps exhibited clear water, transitional, and live-bed conditions. The experiment was run over two full-simulated tidal cycles. The scour hole formed tended to a symmetrical shape after two half-cycles and was both shallower and slower developing than the scour hole in a unidirectional current test carried out in the same flume. This was due mainly to the variable rates of scour caused by the variable flow conditions within each half-cycle, and to a lesser extent to the infilling of the scour hole when the current direction reversed. The lower scour depth recorded in tidal conditions implies that the amount of scour protection required may be less than previous studies suggest.
    publisherAmerican Society of Civil Engineers
    titleTime Development of Scour around a Cylinder in Simulated Tidal Currents
    typeJournal Paper
    journal volume140
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)HY.1943-7900.0000857
    treeJournal of Hydraulic Engineering:;2014:;Volume ( 140 ):;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
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