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    Generalized Rectangular Weir Equations

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author:
    Prabhata K. Swamee
    DOI: 10.1061/(ASCE)0733-9429(1988)114:8(945)
    Publisher: American Society of Civil Engineers
    Abstract: Most of the existing weir formulas lose their significance as the ratios of head to height or head to width become large. A full range equation valid for all values of head-to-height ratio has been developed for a sharp crested weir. Also for finite crested weirs a full range equation valid for all values to head-to-width ratio has been presented. This equation covers narrow crested, broad crested and long crested weirs. Providing a smooth transition between sharp crested and finite crested weir equations, a generalized rectangular weir equation has been evolved. This equation is applicable to all head-to-height ratios and all head-to-width ratios or sharp crested and finite crested weirs. This equation is applicable to all types of rectangular weirs-sharp crested or broad crested, and sills. It is hoped that the equation will be useful for analysis and design purposes.
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      Generalized Rectangular Weir Equations

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    contributor authorPrabhata K. Swamee
    date accessioned2017-05-08T20:40:18Z
    date available2017-05-08T20:40:18Z
    date copyrightAugust 1988
    date issued1988
    identifier other%28asce%290733-9429%281988%29114%3A8%28945%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23034
    description abstractMost of the existing weir formulas lose their significance as the ratios of head to height or head to width become large. A full range equation valid for all values of head-to-height ratio has been developed for a sharp crested weir. Also for finite crested weirs a full range equation valid for all values to head-to-width ratio has been presented. This equation covers narrow crested, broad crested and long crested weirs. Providing a smooth transition between sharp crested and finite crested weir equations, a generalized rectangular weir equation has been evolved. This equation is applicable to all head-to-height ratios and all head-to-width ratios or sharp crested and finite crested weirs. This equation is applicable to all types of rectangular weirs-sharp crested or broad crested, and sills. It is hoped that the equation will be useful for analysis and design purposes.
    publisherAmerican Society of Civil Engineers
    titleGeneralized Rectangular Weir Equations
    typeJournal Paper
    journal volume114
    journal issue8
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1988)114:8(945)
    treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
    contenttypeFulltext
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