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    Normal Depth Equations for Parabolic Open Channel Sections

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author:
    Prabhata K. Swamee
    ,
    Pushpa N. Rathie
    DOI: 10.1061/(ASCE)IR.1943-4774.0001010
    Publisher: American Society of Civil Engineers
    Abstract: Normal depth is a key parameter occurring in open-channel hydraulics. For all practical canal sections, open-channel resistance equation involves implicit form for normal depth. Therefore, the determination of the normal depth involves the tedious method of trial and error. Presented in this paper is the good approximate explicit equation for normal depth in parabolic open-channel sections.
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      Normal Depth Equations for Parabolic Open Channel Sections

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4243696
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    contributor authorPrabhata K. Swamee
    contributor authorPushpa N. Rathie
    date accessioned2017-12-30T12:56:36Z
    date available2017-12-30T12:56:36Z
    date issued2016
    identifier other%28ASCE%29IR.1943-4774.0001010.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243696
    description abstractNormal depth is a key parameter occurring in open-channel hydraulics. For all practical canal sections, open-channel resistance equation involves implicit form for normal depth. Therefore, the determination of the normal depth involves the tedious method of trial and error. Presented in this paper is the good approximate explicit equation for normal depth in parabolic open-channel sections.
    publisherAmerican Society of Civil Engineers
    titleNormal Depth Equations for Parabolic Open Channel Sections
    typeJournal Paper
    journal volume142
    journal issue6
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)IR.1943-4774.0001010
    page06016003
    treeJournal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 006
    contenttypeFulltext
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