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    Spatially Varied Flow over an Embankment Side Weir

    Source: Journal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 004
    Author:
    Amlan Das
    DOI: 10.1061/(ASCE)0733-9437(1997)123:4(314)
    Publisher: American Society of Civil Engineers
    Abstract: Overtopping of embankments during floods leads to a spatially varied flow (SVF). In order to estimate the water surface profiles and the amount of water spilling over the embankment for a given steady-state flow condition, a mathematical model for SVF over a broad-crested weir is formulated. The mathematical model is tested for accuracy using laboratory experiments. The computed water surface profiles and the discharge estimates are within 3 and 10%, respectively, of the experimentally observed values.
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      Spatially Varied Flow over an Embankment Side Weir

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27814
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    contributor authorAmlan Das
    date accessioned2017-05-08T20:48:47Z
    date available2017-05-08T20:48:47Z
    date copyrightJuly 1997
    date issued1997
    identifier other%28asce%290733-9437%281997%29123%3A4%28314%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27814
    description abstractOvertopping of embankments during floods leads to a spatially varied flow (SVF). In order to estimate the water surface profiles and the amount of water spilling over the embankment for a given steady-state flow condition, a mathematical model for SVF over a broad-crested weir is formulated. The mathematical model is tested for accuracy using laboratory experiments. The computed water surface profiles and the discharge estimates are within 3 and 10%, respectively, of the experimentally observed values.
    publisherAmerican Society of Civil Engineers
    titleSpatially Varied Flow over an Embankment Side Weir
    typeJournal Paper
    journal volume123
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1997)123:4(314)
    treeJournal of Irrigation and Drainage Engineering:;1997:;Volume ( 123 ):;issue: 004
    contenttypeFulltext
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