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    Reynolds Stresses and Velocity Distributions in a Wave-Current Coexisting Environment

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author:
    Motohiko Umeyama
    DOI: 10.1061/(ASCE)0733-950X(2005)131:5(203)
    Publisher: American Society of Civil Engineers
    Abstract: To investigate changes in the mean velocity profile owing to the interaction between waves and a current, the horizontal and vertical velocity components in the oscillating fluid were measured by a two-dimensional laser anemometer in a recirculating wave tank. The observed instantaneous velocity data concerning waves following and opposing a current were analyzed to obtain the Eulerian-mean velocity, the wave-current Reynolds stress, and the wave-current turbulent intensities. The wave-current Reynolds stress behaves differently when current direction changes. The general characteristic of the Eulerian-mean velocity is greatly affected by the wave-current Reynolds stress. The mean velocity for waves following (opposing) a current is reduced (increased) towards the free surface, when compared with the logarithmic profile. These velocity data were used to verify the results by velocity equations based on the phase-averaged Prandtl momentum-transfer theory. In addition, measurement of water-surface elevations revealed that the phase-averaged waveform for a pure wave is peaked near the crest but flatter near the trough and the variation of the water surface is well predicted by the third-order Stokes wave equation. The original pattern of the waveform varies due to the wave-current interaction, but the current direction only minimally affects the attenuation of the surface waves.
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      Reynolds Stresses and Velocity Distributions in a Wave-Current Coexisting Environment

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    https://yetl.yabesh.ir/yetl1/handle/yetl/41575
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorMotohiko Umeyama
    date accessioned2017-05-08T21:10:36Z
    date available2017-05-08T21:10:36Z
    date copyrightSeptember 2005
    date issued2005
    identifier other%28asce%290733-950x%282005%29131%3A5%28203%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41575
    description abstractTo investigate changes in the mean velocity profile owing to the interaction between waves and a current, the horizontal and vertical velocity components in the oscillating fluid were measured by a two-dimensional laser anemometer in a recirculating wave tank. The observed instantaneous velocity data concerning waves following and opposing a current were analyzed to obtain the Eulerian-mean velocity, the wave-current Reynolds stress, and the wave-current turbulent intensities. The wave-current Reynolds stress behaves differently when current direction changes. The general characteristic of the Eulerian-mean velocity is greatly affected by the wave-current Reynolds stress. The mean velocity for waves following (opposing) a current is reduced (increased) towards the free surface, when compared with the logarithmic profile. These velocity data were used to verify the results by velocity equations based on the phase-averaged Prandtl momentum-transfer theory. In addition, measurement of water-surface elevations revealed that the phase-averaged waveform for a pure wave is peaked near the crest but flatter near the trough and the variation of the water surface is well predicted by the third-order Stokes wave equation. The original pattern of the waveform varies due to the wave-current interaction, but the current direction only minimally affects the attenuation of the surface waves.
    publisherAmerican Society of Civil Engineers
    titleReynolds Stresses and Velocity Distributions in a Wave-Current Coexisting Environment
    typeJournal Paper
    journal volume131
    journal issue5
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(2005)131:5(203)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2005:;Volume ( 131 ):;issue: 005
    contenttypeFulltext
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