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    Similitude of Large-Scale Turbulence in Experiments on Local Scour at Cylinders

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 001
    Author:
    Robert Ettema
    ,
    Gokhan Kirkil
    ,
    Marian Muste
    DOI: 10.1061/(ASCE)0733-9429(2006)132:1(33)
    Publisher: American Society of Civil Engineers
    Abstract: The writers’ experiments on local scour at vertical cylinders placed in a sand bed show that similitude of large-scale turbulence is an important consideration influencing equilibrium depth of local scour. For the range of cylinder diameters used in their experiments, the writers identify a direct trend between equilibrium scour depth (normalized with cylinder diameter) and the intensity and frequency of large-scale turbulence shed from each cylinder; values of normalized scour depth increased when cylinder diameter decreased. The writers offer a scour-depth adjustment factor to account for this trend, which essentially is a scale effect incurred with experiments involving three independent length scales: cylinder diameter, bed-particle diameter, and flow depth. The consequent similitude consideration, or scale effect, has general significance for laboratory studies of local scour associated with hydraulic structures in sediment beds.
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      Similitude of Large-Scale Turbulence in Experiments on Local Scour at Cylinders

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    http://yetl.yabesh.ir/yetl1/handle/yetl/25989
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    contributor authorRobert Ettema
    contributor authorGokhan Kirkil
    contributor authorMarian Muste
    date accessioned2017-05-08T20:45:16Z
    date available2017-05-08T20:45:16Z
    date copyrightJanuary 2006
    date issued2006
    identifier other%28asce%290733-9429%282006%29132%3A1%2833%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25989
    description abstractThe writers’ experiments on local scour at vertical cylinders placed in a sand bed show that similitude of large-scale turbulence is an important consideration influencing equilibrium depth of local scour. For the range of cylinder diameters used in their experiments, the writers identify a direct trend between equilibrium scour depth (normalized with cylinder diameter) and the intensity and frequency of large-scale turbulence shed from each cylinder; values of normalized scour depth increased when cylinder diameter decreased. The writers offer a scour-depth adjustment factor to account for this trend, which essentially is a scale effect incurred with experiments involving three independent length scales: cylinder diameter, bed-particle diameter, and flow depth. The consequent similitude consideration, or scale effect, has general significance for laboratory studies of local scour associated with hydraulic structures in sediment beds.
    publisherAmerican Society of Civil Engineers
    titleSimilitude of Large-Scale Turbulence in Experiments on Local Scour at Cylinders
    typeJournal Paper
    journal volume132
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2006)132:1(33)
    treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 001
    contenttypeFulltext
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