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    Hydraulic Jump Type Stilling Basin for Low Froude Numbers

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 007
    Author:
    N. Narayana Pillai
    ,
    Arun Goel
    ,
    Ashoke Kumar Dubey
    DOI: 10.1061/(ASCE)0733-9429(1989)115:7(989)
    Publisher: American Society of Civil Engineers
    Abstract: Hydraulic jumps for Froude numbers below 4.5 have oscillating charactertistics. Economical design of stilling basins at such low Froude numbers poses a problem. Laboratory models of common designs of hydraulic jump type stilling basins for low inflow Froude numbers were studied. As a result of the studies an efficient stilling basin design using chute blocks and wedge-shaped baffle piers of vertex angle 150° cut back at an angle of 90° can be developed.
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      Hydraulic Jump Type Stilling Basin for Low Froude Numbers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23199
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    contributor authorN. Narayana Pillai
    contributor authorArun Goel
    contributor authorAshoke Kumar Dubey
    date accessioned2017-05-08T20:40:37Z
    date available2017-05-08T20:40:37Z
    date copyrightJuly 1989
    date issued1989
    identifier other%28asce%290733-9429%281989%29115%3A7%28989%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23199
    description abstractHydraulic jumps for Froude numbers below 4.5 have oscillating charactertistics. Economical design of stilling basins at such low Froude numbers poses a problem. Laboratory models of common designs of hydraulic jump type stilling basins for low inflow Froude numbers were studied. As a result of the studies an efficient stilling basin design using chute blocks and wedge-shaped baffle piers of vertex angle 150° cut back at an angle of 90° can be developed.
    publisherAmerican Society of Civil Engineers
    titleHydraulic Jump Type Stilling Basin for Low Froude Numbers
    typeJournal Paper
    journal volume115
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1989)115:7(989)
    treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 007
    contenttypeFulltext
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