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    Velocity and Turbulence Measurements for Two Overbank Flow Events in River Severn

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 010
    Author:
    K. Babaeyan-Koopaei
    ,
    D. A. Ervine
    ,
    P. A. Carling
    ,
    Z. Cao
    DOI: 10.1061/(ASCE)0733-9429(2002)128:10(891)
    Publisher: American Society of Civil Engineers
    Abstract: Field measurements of velocity and turbulence have been carried out in a study reach of the River Severn at Lower Farm near Shrewsbury during overbank flow. Acoustic Doppler velocity meters have been used for the field measurements of velocity and turbulence, particularly in the interface region between river channel and floodplain. The values of local shear velocity and roughness length for the reach under study were calculated using measured velocity data. The distributions of turbulent intensities, and the Reynolds stresses are also presented. The variation of horizontal shear stress in the vertical direction deviates from linear for the main channel/floodplain interaction region due to the existence of a lateral shear and momentum transfer from the floodplain towards the main channel. Comparisons are made between the field data and previous experimental data from the Flood Channel Facility.
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      Velocity and Turbulence Measurements for Two Overbank Flow Events in River Severn

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/25274
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    • Journal of Hydraulic Engineering

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    contributor authorK. Babaeyan-Koopaei
    contributor authorD. A. Ervine
    contributor authorP. A. Carling
    contributor authorZ. Cao
    date accessioned2017-05-08T20:44:08Z
    date available2017-05-08T20:44:08Z
    date copyrightOctober 2002
    date issued2002
    identifier other%28asce%290733-9429%282002%29128%3A10%28891%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25274
    description abstractField measurements of velocity and turbulence have been carried out in a study reach of the River Severn at Lower Farm near Shrewsbury during overbank flow. Acoustic Doppler velocity meters have been used for the field measurements of velocity and turbulence, particularly in the interface region between river channel and floodplain. The values of local shear velocity and roughness length for the reach under study were calculated using measured velocity data. The distributions of turbulent intensities, and the Reynolds stresses are also presented. The variation of horizontal shear stress in the vertical direction deviates from linear for the main channel/floodplain interaction region due to the existence of a lateral shear and momentum transfer from the floodplain towards the main channel. Comparisons are made between the field data and previous experimental data from the Flood Channel Facility.
    publisherAmerican Society of Civil Engineers
    titleVelocity and Turbulence Measurements for Two Overbank Flow Events in River Severn
    typeJournal Paper
    journal volume128
    journal issue10
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2002)128:10(891)
    treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 010
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
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    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian