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    Oil Containment by Boom in Waves and Wind. II: Waves

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004
    Author:
    Fangxin Fang
    ,
    Archie J. Johnston
    DOI: 10.1061/(ASCE)0733-950X(2001)127:4(228)
    Publisher: American Society of Civil Engineers
    Abstract: In the first of these companion papers, a two-phase numerical model was described and tested for some simple cases under wave conditions. This paper applies that numerical model to simulate the interfacial waves and oil free-surface waves under a number of key hydrodynamic conditions. The characteristics of oil-water interfacial waves and free-surface waves are discussed. Effects of currents and waves on the interfacial waves (interfacial elevation, oil-water relative velocity, and interfacial velocity components) are investigated. The variation of the oil thickness under current and wave conditions is also discussed. The computational results indicate that an increase in the incoming wave height and period may (1) cause instability of the oil-water interfacial waves near the front of the oil slick and this may promote entrainment failure; (2) increase the interfacial waves and free-surface waves at the boom; (3) lower the trough of the oil-water interface at the boom and thus promote drainage failure if the oil thickness exceeds the boom draft; and (4) decrease the freeboard of the boom and thus encourage oversplashing failure.
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      Oil Containment by Boom in Waves and Wind. II: Waves

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/41401
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorFangxin Fang
    contributor authorArchie J. Johnston
    date accessioned2017-05-08T21:10:21Z
    date available2017-05-08T21:10:21Z
    date copyrightAugust 2001
    date issued2001
    identifier other%28asce%290733-950x%282001%29127%3A4%28228%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41401
    description abstractIn the first of these companion papers, a two-phase numerical model was described and tested for some simple cases under wave conditions. This paper applies that numerical model to simulate the interfacial waves and oil free-surface waves under a number of key hydrodynamic conditions. The characteristics of oil-water interfacial waves and free-surface waves are discussed. Effects of currents and waves on the interfacial waves (interfacial elevation, oil-water relative velocity, and interfacial velocity components) are investigated. The variation of the oil thickness under current and wave conditions is also discussed. The computational results indicate that an increase in the incoming wave height and period may (1) cause instability of the oil-water interfacial waves near the front of the oil slick and this may promote entrainment failure; (2) increase the interfacial waves and free-surface waves at the boom; (3) lower the trough of the oil-water interface at the boom and thus promote drainage failure if the oil thickness exceeds the boom draft; and (4) decrease the freeboard of the boom and thus encourage oversplashing failure.
    publisherAmerican Society of Civil Engineers
    titleOil Containment by Boom in Waves and Wind. II: Waves
    typeJournal Paper
    journal volume127
    journal issue4
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2001)127:4(228)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 004
    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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