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    Supercritical Flow in Smooth Open Channels

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 001
    Author:
    Kandula V. N. Sarma
    ,
    P. Syamala
    DOI: 10.1061/(ASCE)0733-9429(1991)117:1(54)
    Publisher: American Society of Civil Engineers
    Abstract: The effect of Reynolds number and Froude number on the friction factor is studied for supercritical turbulent flow in smooth rectangular open channels. The values of Froude numbers for various aspect ratios, beyond which the flow becomes unstable, are determined using the method of Berlamont and Vanderstappen and the measured momentum coefficients. For stable supercritical flows, the friction factor varies with Reynolds number only, as in the case of subcritical flows. For unstable supercritical flows, the friction factor is found to vary according to Rouse's equation.
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      Supercritical Flow in Smooth Open Channels

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    contributor authorKandula V. N. Sarma
    contributor authorP. Syamala
    date accessioned2017-05-08T20:40:59Z
    date available2017-05-08T20:40:59Z
    date copyrightJanuary 1991
    date issued1991
    identifier other%28asce%290733-9429%281991%29117%3A1%2854%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23385
    description abstractThe effect of Reynolds number and Froude number on the friction factor is studied for supercritical turbulent flow in smooth rectangular open channels. The values of Froude numbers for various aspect ratios, beyond which the flow becomes unstable, are determined using the method of Berlamont and Vanderstappen and the measured momentum coefficients. For stable supercritical flows, the friction factor varies with Reynolds number only, as in the case of subcritical flows. For unstable supercritical flows, the friction factor is found to vary according to Rouse's equation.
    publisherAmerican Society of Civil Engineers
    titleSupercritical Flow in Smooth Open Channels
    typeJournal Paper
    journal volume117
    journal issue1
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1991)117:1(54)
    treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 001
    contenttypeFulltext
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