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    Surface Wave Forces Acting on Submerged Logs

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 003
    Author:
    Nicholas P. Wallerstein
    ,
    Carlos V. Alonso
    ,
    Sean J. Bennett
    ,
    Colin R. Thorne
    DOI: 10.1061/(ASCE)0733-9429(2002)128:3(349)
    Publisher: American Society of Civil Engineers
    Abstract: Drag forces exerted on cylindrical simulated logs by flowing water are measured in a laboratory flume. Drag coefficient values calculated from these data are presented for a range of log submergence and slenderness values. Drag coefficients for large submergence values are consistent with those previously published. However, at submergence values less than eight element diameters, the observed drag coefficients are consistently higher than those previously published. This discrepancy is due to the additional drag created by stationary surface waves which causes the drag coefficient to increase considerably when a log is positioned near the free surface. This phenomenon, which has not been accounted for in previous studies on large woody debris, is shown to depend on log slenderness, submergence, and Froude number.
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      Surface Wave Forces Acting on Submerged Logs

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25347
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    contributor authorNicholas P. Wallerstein
    contributor authorCarlos V. Alonso
    contributor authorSean J. Bennett
    contributor authorColin R. Thorne
    date accessioned2017-05-08T20:44:17Z
    date available2017-05-08T20:44:17Z
    date copyrightMarch 2002
    date issued2002
    identifier other%28asce%290733-9429%282002%29128%3A3%28349%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25347
    description abstractDrag forces exerted on cylindrical simulated logs by flowing water are measured in a laboratory flume. Drag coefficient values calculated from these data are presented for a range of log submergence and slenderness values. Drag coefficients for large submergence values are consistent with those previously published. However, at submergence values less than eight element diameters, the observed drag coefficients are consistently higher than those previously published. This discrepancy is due to the additional drag created by stationary surface waves which causes the drag coefficient to increase considerably when a log is positioned near the free surface. This phenomenon, which has not been accounted for in previous studies on large woody debris, is shown to depend on log slenderness, submergence, and Froude number.
    publisherAmerican Society of Civil Engineers
    titleSurface Wave Forces Acting on Submerged Logs
    typeJournal Paper
    journal volume128
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2002)128:3(349)
    treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 003
    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