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    Overflow Characteristics of Circular Weirs: Effects of Inflow Conditions

    Source: Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author:
    H. Chanson
    ,
    J. S. Montes
    DOI: 10.1061/(ASCE)0733-9437(1998)124:3(152)
    Publisher: American Society of Civil Engineers
    Abstract: The most common types of weirs are the broad-crested weir, the sharp-crested weir, the circular-crested weir, and nowadays, the ogee crest weir. Advantages of the cylindrical weir shape include the stable overflow pattern, the ease to pass floating debris, the simplicity of design compared to ogee crest design, and the associated lower costs. In this study, the writers describe new experiments of circular weir overflows, with eight cylinder sizes, for several weir heights and for five types of inflow conditions: partially developed inflow, fully developed inflow, upstream ramp, upstream undular hydraulic jump, and upstream (breaking) hydraulic jump. Within the range of the experiments, the cylinder size, the weir height
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      Overflow Characteristics of Circular Weirs: Effects of Inflow Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27860
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    contributor authorH. Chanson
    contributor authorJ. S. Montes
    date accessioned2017-05-08T20:48:51Z
    date available2017-05-08T20:48:51Z
    date copyrightMay 1998
    date issued1998
    identifier other%28asce%290733-9437%281998%29124%3A3%28152%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27860
    description abstractThe most common types of weirs are the broad-crested weir, the sharp-crested weir, the circular-crested weir, and nowadays, the ogee crest weir. Advantages of the cylindrical weir shape include the stable overflow pattern, the ease to pass floating debris, the simplicity of design compared to ogee crest design, and the associated lower costs. In this study, the writers describe new experiments of circular weir overflows, with eight cylinder sizes, for several weir heights and for five types of inflow conditions: partially developed inflow, fully developed inflow, upstream ramp, upstream undular hydraulic jump, and upstream (breaking) hydraulic jump. Within the range of the experiments, the cylinder size, the weir height
    publisherAmerican Society of Civil Engineers
    titleOverflow Characteristics of Circular Weirs: Effects of Inflow Conditions
    typeJournal Paper
    journal volume124
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1998)124:3(152)
    treeJournal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 003
    contenttypeFulltext
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