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    Nonintrusive Method for Detecting Particle Movement Characteristics near Threshold Flow Conditions

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author:
    P. Diplas
    ,
    A. O. Celik
    ,
    C. L. Dancey
    ,
    M. Valyrakis
    DOI: 10.1061/(ASCE)IR.1943-4774.0000252
    Publisher: American Society of Civil Engineers
    Abstract: Bed-load measurements comprise an important component in the development of reliable formulas, in an effort to obtain the necessary constitutive relations between the amount of transported material and flow parameters. The uncertainty of such measurements is rather well known, being much more pronounced at lower transport rates. This uncertainty stems from the multitude of factors affecting bed-load transport and the lack of available trustworthy measuring technologies. Predictions of the limiting case of nearly zero bed-load transport, typically reported in literature as threshold of motion or critical condition, are even more challenging. The purpose of this contribution is twofold. First, to examine the sensitivity of bed-load transport measurements at conditions moderately higher than critical, to the presence of a rather unobtrusive trap, designed through several iterations. Even under relatively simple laboratory flume channel and flow conditions, it proved difficult to measure the bed-load transport rate in a completely unbiased way. Second, to develop a methodology, together with the appropriate instrumentation, for determining the condition of incipient motion. The nonintrusive approach described here proved to be reliable in detecting even the slightest movements of a particle. At the same time, it demonstrates the complexity of the problem due to the highly fluctuating nature of turbulent flow.
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      Nonintrusive Method for Detecting Particle Movement Characteristics near Threshold Flow Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/65144
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    contributor authorP. Diplas
    contributor authorA. O. Celik
    contributor authorC. L. Dancey
    contributor authorM. Valyrakis
    date accessioned2017-05-08T21:52:47Z
    date available2017-05-08T21:52:47Z
    date copyrightNovember 2010
    date issued2010
    identifier other%28asce%29ir%2E1943-4774%2E0000279.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65144
    description abstractBed-load measurements comprise an important component in the development of reliable formulas, in an effort to obtain the necessary constitutive relations between the amount of transported material and flow parameters. The uncertainty of such measurements is rather well known, being much more pronounced at lower transport rates. This uncertainty stems from the multitude of factors affecting bed-load transport and the lack of available trustworthy measuring technologies. Predictions of the limiting case of nearly zero bed-load transport, typically reported in literature as threshold of motion or critical condition, are even more challenging. The purpose of this contribution is twofold. First, to examine the sensitivity of bed-load transport measurements at conditions moderately higher than critical, to the presence of a rather unobtrusive trap, designed through several iterations. Even under relatively simple laboratory flume channel and flow conditions, it proved difficult to measure the bed-load transport rate in a completely unbiased way. Second, to develop a methodology, together with the appropriate instrumentation, for determining the condition of incipient motion. The nonintrusive approach described here proved to be reliable in detecting even the slightest movements of a particle. At the same time, it demonstrates the complexity of the problem due to the highly fluctuating nature of turbulent flow.
    publisherAmerican Society of Civil Engineers
    titleNonintrusive Method for Detecting Particle Movement Characteristics near Threshold Flow Conditions
    typeJournal Paper
    journal volume136
    journal issue11
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000252
    treeJournal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 011
    contenttypeFulltext
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