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    Submerged Flows over Rectangular Weirs of Finite Crest Length

    Source: Journal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author:
    Amir Hossein Azimi
    ,
    Nallamuthu Rajaratnam
    ,
    David Z. Zhu
    DOI: 10.1061/(ASCE)IR.1943-4774.0000728
    Publisher: American Society of Civil Engineers
    Abstract: This work presents a critical analysis of submerged flow over rectangular weirs of finite crest length. For finite crest length weirs, because the existing data sets are not extensive, new experiments for these weirs with sharp-edged and rounded crest were conducted. Based on these data, a diagram is developed to show the variation of the normalized tailwater depth with
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      Submerged Flows over Rectangular Weirs of Finite Crest Length

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    http://yetl.yabesh.ir/yetl1/handle/yetl/71195
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    contributor authorAmir Hossein Azimi
    contributor authorNallamuthu Rajaratnam
    contributor authorDavid Z. Zhu
    date accessioned2017-05-08T22:05:43Z
    date available2017-05-08T22:05:43Z
    date copyrightMay 2014
    date issued2014
    identifier other23424979.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71195
    description abstractThis work presents a critical analysis of submerged flow over rectangular weirs of finite crest length. For finite crest length weirs, because the existing data sets are not extensive, new experiments for these weirs with sharp-edged and rounded crest were conducted. Based on these data, a diagram is developed to show the variation of the normalized tailwater depth with
    publisherAmerican Society of Civil Engineers
    titleSubmerged Flows over Rectangular Weirs of Finite Crest Length
    typeJournal Paper
    journal volume140
    journal issue5
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0000728
    treeJournal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 005
    contenttypeFulltext
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