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    Velocity Measurements in Asymmetric Turbulent Channel Flows

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 009
    Author:
    R. N. Parthasarathy
    ,
    M. Muste
    DOI: 10.1061/(ASCE)0733-9429(1994)120:9(1000)
    Publisher: American Society of Civil Engineers
    Abstract: Velocity measurements, using a two‐dimensional laser Doppler velocimeter (LDV), were made in turbulent channel flows of water, at a Reynolds number of 60,000, over a flat stationary sediment bed with covers of different roughness characteristics. The measurements confirmed the noncoincidence of the planes of maximum velocity and zero Reynolds stress. Significant diffusion of momentum and kinetic energy took place from the rough to the smooth surface. As the roughness of the cover was increased, the vertical transfer of vertical velocity fluctuations near the bed decreased, resulting in a decrease in the sediment‐suspension mechanism. The proper length scale in the outer region was the height of the plane of zero total stress from the corresponding surface. When the distance from each surface was normalized with this length scale, the measured mean streamwise velocity defects agreed with the log law, and the measured streamwise and vertical velocity fluctuations agreed with the exponential variations formulated in 1986 by Nezu and Rodi.
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      Velocity Measurements in Asymmetric Turbulent Channel Flows

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    contributor authorR. N. Parthasarathy
    contributor authorM. Muste
    date accessioned2017-05-08T20:42:08Z
    date available2017-05-08T20:42:08Z
    date copyrightSeptember 1994
    date issued1994
    identifier other%28asce%290733-9429%281994%29120%3A9%281000%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24022
    description abstractVelocity measurements, using a two‐dimensional laser Doppler velocimeter (LDV), were made in turbulent channel flows of water, at a Reynolds number of 60,000, over a flat stationary sediment bed with covers of different roughness characteristics. The measurements confirmed the noncoincidence of the planes of maximum velocity and zero Reynolds stress. Significant diffusion of momentum and kinetic energy took place from the rough to the smooth surface. As the roughness of the cover was increased, the vertical transfer of vertical velocity fluctuations near the bed decreased, resulting in a decrease in the sediment‐suspension mechanism. The proper length scale in the outer region was the height of the plane of zero total stress from the corresponding surface. When the distance from each surface was normalized with this length scale, the measured mean streamwise velocity defects agreed with the log law, and the measured streamwise and vertical velocity fluctuations agreed with the exponential variations formulated in 1986 by Nezu and Rodi.
    publisherAmerican Society of Civil Engineers
    titleVelocity Measurements in Asymmetric Turbulent Channel Flows
    typeJournal Paper
    journal volume120
    journal issue9
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1994)120:9(1000)
    treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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