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    Detailed Study of Binary Law for Open Channels

    Source: Journal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 003
    Author:
    Kandula V. N. Sarma
    ,
    Boyina V. Ramana Prasad
    ,
    Avvari Krishna Sarma
    DOI: 10.1061/(ASCE)0733-9429(2000)126:3(210)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a generalized version of the binary velocity distribution law, which combines the logarithmic law of the inner region with the parabolic law of the outer region. This combination is extended for cases of flow where the maximum velocity occurs at some distance below the free surface in a vertical. The study uses the data collected at the Indian Institute of Science over a long period for all of the four regimes of turbulent open channel flow, namely, subcritical smooth, supercritical smooth, subcritical rough, and supercritical rough. The various conditions and limitations at the junction point of the inner and outer region are derived and discussed in this paper. It is shown that the velocity distribution for the flows of narrow open channels can be described by the logarithmic law for the inner region and the parabolic law for the outer region, but the conditions at the junction point will not always be the same.
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      Detailed Study of Binary Law for Open Channels

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    https://yetl.yabesh.ir/yetl1/handle/yetl/25008
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    contributor authorKandula V. N. Sarma
    contributor authorBoyina V. Ramana Prasad
    contributor authorAvvari Krishna Sarma
    date accessioned2017-05-08T20:43:46Z
    date available2017-05-08T20:43:46Z
    date copyrightMarch 2000
    date issued2000
    identifier other%28asce%290733-9429%282000%29126%3A3%28210%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25008
    description abstractThis paper presents a generalized version of the binary velocity distribution law, which combines the logarithmic law of the inner region with the parabolic law of the outer region. This combination is extended for cases of flow where the maximum velocity occurs at some distance below the free surface in a vertical. The study uses the data collected at the Indian Institute of Science over a long period for all of the four regimes of turbulent open channel flow, namely, subcritical smooth, supercritical smooth, subcritical rough, and supercritical rough. The various conditions and limitations at the junction point of the inner and outer region are derived and discussed in this paper. It is shown that the velocity distribution for the flows of narrow open channels can be described by the logarithmic law for the inner region and the parabolic law for the outer region, but the conditions at the junction point will not always be the same.
    publisherAmerican Society of Civil Engineers
    titleDetailed Study of Binary Law for Open Channels
    typeJournal Paper
    journal volume126
    journal issue3
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2000)126:3(210)
    treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian