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    Turbulence Modulation and Particle Velocities over Flat Sand Beds at Low Transport Rates

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author:
    Jim Best
    ,
    Sean Bennett
    ,
    John Bridge
    ,
    Mike Leeder
    DOI: 10.1061/(ASCE)0733-9429(1997)123:12(1118)
    Publisher: American Society of Civil Engineers
    Abstract: The presence of sand moving at low transport rates over a flat bed modulates the production of turbulence when compared to clearwater flow at similar mean flow conditions. Phase Doppler anemometry is used to discriminate the turbulence characteristics of the carrier fluid from the sediment grains (0.22 mm diameter) and shows that the presence of mobile sediment increases the near-wall velocity gradient and shear velocity when compared with the clearwater values. This increased shear velocity is associated with a greater bed roughness height and near-bed turbulence intensities and smaller mixing lengths. Quantification of slip velocities between the fluid and sediment phases reveals particle Reynolds numbers that range from 1 to 30. Turbulence enhancement is shown to occur at lower values of both the Stokes number and ratio of the particle size-to-turbulent length scale than in past work. Several mechanisms of turbulence modulation may be invoked to explain these changes, including increased bed roughness, eddy shedding from large grains, grain inertial effects, and particle-coherent structure interactions. These mechanisms may be significantly influenced by both particle-particle and particle-wall interactions. Since mobile sediment modulates the carrier fluid turbulence, there is a need for modification of existing theories of sediment suspension and for caution when interpreting velocity profiles that are obtained without discriminating the fluid and sediment phases.
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      Turbulence Modulation and Particle Velocities over Flat Sand Beds at Low Transport Rates

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    http://yetl.yabesh.ir/yetl1/handle/yetl/24381
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    • Journal of Hydraulic Engineering

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    contributor authorJim Best
    contributor authorSean Bennett
    contributor authorJohn Bridge
    contributor authorMike Leeder
    date accessioned2017-05-08T20:42:44Z
    date available2017-05-08T20:42:44Z
    date copyrightDecember 1997
    date issued1997
    identifier other%28asce%290733-9429%281997%29123%3A12%281118%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24381
    description abstractThe presence of sand moving at low transport rates over a flat bed modulates the production of turbulence when compared to clearwater flow at similar mean flow conditions. Phase Doppler anemometry is used to discriminate the turbulence characteristics of the carrier fluid from the sediment grains (0.22 mm diameter) and shows that the presence of mobile sediment increases the near-wall velocity gradient and shear velocity when compared with the clearwater values. This increased shear velocity is associated with a greater bed roughness height and near-bed turbulence intensities and smaller mixing lengths. Quantification of slip velocities between the fluid and sediment phases reveals particle Reynolds numbers that range from 1 to 30. Turbulence enhancement is shown to occur at lower values of both the Stokes number and ratio of the particle size-to-turbulent length scale than in past work. Several mechanisms of turbulence modulation may be invoked to explain these changes, including increased bed roughness, eddy shedding from large grains, grain inertial effects, and particle-coherent structure interactions. These mechanisms may be significantly influenced by both particle-particle and particle-wall interactions. Since mobile sediment modulates the carrier fluid turbulence, there is a need for modification of existing theories of sediment suspension and for caution when interpreting velocity profiles that are obtained without discriminating the fluid and sediment phases.
    publisherAmerican Society of Civil Engineers
    titleTurbulence Modulation and Particle Velocities over Flat Sand Beds at Low Transport Rates
    typeJournal Paper
    journal volume123
    journal issue12
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1997)123:12(1118)
    treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 012
    contenttypeFulltext
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