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    Velocity Distribution in Smooth Rectangular Open Channels

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author:
    Kandula V. N. Sarma
    ,
    P. Lakshminarayana
    ,
    N. S. Lakshmana Rao
    DOI: 10.1061/(ASCE)0733-9429(1983)109:2(270)
    Publisher: American Society of Civil Engineers
    Abstract: Velocity distribution in a smooth rectangular channel is studied by dividing the channel into four regions. Region, 1 comprises of the inner region of the bed and the outer region of the side wall. Region 2 belongs to the inner regions of both the bed and the side wall. Region 3 consists of the inner region of the side wall and the outer region of the bed. Region 4 forms the outer regions of both the bed and the side wall. The aspect ratio is varied from 2.0 to 8.0 and the Froude number from 0.2 to 0.7. Experiments included the aspect ratio of 1.0 also for Froude numbers of 0.2 and 0.3. The range of Reynolds number defined in terms of the hydraulic radius and the cross sectional mean velocity lies between
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      Velocity Distribution in Smooth Rectangular Open Channels

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/22047
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    contributor authorKandula V. N. Sarma
    contributor authorP. Lakshminarayana
    contributor authorN. S. Lakshmana Rao
    date accessioned2017-05-08T20:38:26Z
    date available2017-05-08T20:38:26Z
    date copyrightFebruary 1983
    date issued1983
    identifier other%28asce%290733-9429%281983%29109%3A2%28270%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22047
    description abstractVelocity distribution in a smooth rectangular channel is studied by dividing the channel into four regions. Region, 1 comprises of the inner region of the bed and the outer region of the side wall. Region 2 belongs to the inner regions of both the bed and the side wall. Region 3 consists of the inner region of the side wall and the outer region of the bed. Region 4 forms the outer regions of both the bed and the side wall. The aspect ratio is varied from 2.0 to 8.0 and the Froude number from 0.2 to 0.7. Experiments included the aspect ratio of 1.0 also for Froude numbers of 0.2 and 0.3. The range of Reynolds number defined in terms of the hydraulic radius and the cross sectional mean velocity lies between
    publisherAmerican Society of Civil Engineers
    titleVelocity Distribution in Smooth Rectangular Open Channels
    typeJournal Paper
    journal volume109
    journal issue2
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1983)109:2(270)
    treeJournal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 002
    contenttypeFulltext
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