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    Sand Transport in Oscillatory Sheet Flow with Mean Current

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author:
    S. R. McLean
    ,
    J. S. Ribberink
    ,
    C. M. Dohmen-Janssen
    ,
    W. N. Hassan
    DOI: 10.1061/(ASCE)0733-950X(2001)127:3(141)
    Publisher: American Society of Civil Engineers
    Abstract: The sheet-flow layer, under a combination of waves and mean current, is typically a few millimeters thick and characterized by very high sediment concentrations. Small conductivity probes, capable of measuring high sediment volume concentrations, were employed to estimate sediment fluxes within the sheet-flow layer. Two probes, spaced 20 mm apart in the streamwise direction, were deployed upward through the sand bed in a water tunnel. Using correlation techniques, the sensors provided concentration information and estimates of particle velocity. These measurements yielded direct measurements of sediment flux. Two different sand sizes (120 and 320 μ) were investigated with mean velocities between 0.3 m/s and 0.5 m/s and oscillatory amplitudes between 0.9 m/s and 1.5 m/s that were created using monochromatic, sinusoidal waves of 7.2-s period. Mean sediment-velocity estimates, averaged over a wave period, were smaller than predictions of water velocity from a combined wave/current boundary layer model. On the other hand the oscillatory component of the velocity was approximately in-line with predictions from the model. Flux estimates clearly show that the bulk of the sediment transport takes place within the sheet-flow layer.
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      Sand Transport in Oscillatory Sheet Flow with Mean Current

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/41389
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorS. R. McLean
    contributor authorJ. S. Ribberink
    contributor authorC. M. Dohmen-Janssen
    contributor authorW. N. Hassan
    date accessioned2017-05-08T21:10:20Z
    date available2017-05-08T21:10:20Z
    date copyrightJune 2001
    date issued2001
    identifier other%28asce%290733-950x%282001%29127%3A3%28141%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41389
    description abstractThe sheet-flow layer, under a combination of waves and mean current, is typically a few millimeters thick and characterized by very high sediment concentrations. Small conductivity probes, capable of measuring high sediment volume concentrations, were employed to estimate sediment fluxes within the sheet-flow layer. Two probes, spaced 20 mm apart in the streamwise direction, were deployed upward through the sand bed in a water tunnel. Using correlation techniques, the sensors provided concentration information and estimates of particle velocity. These measurements yielded direct measurements of sediment flux. Two different sand sizes (120 and 320 μ) were investigated with mean velocities between 0.3 m/s and 0.5 m/s and oscillatory amplitudes between 0.9 m/s and 1.5 m/s that were created using monochromatic, sinusoidal waves of 7.2-s period. Mean sediment-velocity estimates, averaged over a wave period, were smaller than predictions of water velocity from a combined wave/current boundary layer model. On the other hand the oscillatory component of the velocity was approximately in-line with predictions from the model. Flux estimates clearly show that the bulk of the sediment transport takes place within the sheet-flow layer.
    publisherAmerican Society of Civil Engineers
    titleSand Transport in Oscillatory Sheet Flow with Mean Current
    typeJournal Paper
    journal volume127
    journal issue3
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2001)127:3(141)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2001:;Volume ( 127 ):;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
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