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    Improved Inverted V‐Notch or Chimney Weir

    Source: Journal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author:
    K. Keshava Murthy
    ,
    D. P. Giridhar
    DOI: 10.1061/(ASCE)0733-9437(1990)116:3(374)
    Publisher: American Society of Civil Engineers
    Abstract: This paper is devoted to the improvement of the measuring range of inverted V‐notch (IVN) weir, a practical linear sharp‐crested weir, designed earlier by the writers. The range of linearity of IVN can be considerably enhanced (by more than 200%) by the addition of a retangular weir of width 0.265W (W = half crest width) at a depth of 0.735d (d = altitude of IVN), above the crest of the weir, which is equivalent to providing at this depth two vertical straight lines to the IVN, resulting in a chimney‐shaped profile; hence, the modified weir is named chimney weir. The design parameters of the weir, that is, the linearity range, base flow depth, and datum constant, which fixes the reference plane of the weir, are estimated by solving the nonlinear programming problem using a numerical optimization procedure. For flows through this weir above a depth of 0.22d, the discharges are proportional to the depth of flow measured above a reference plane situated at 0.08d above the weir crest for all heads in the range 0.22d ⩽ h ⩽ 2.43d, within a maximum percentage deviation of
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      Improved Inverted V‐Notch or Chimney Weir

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27154
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    contributor authorK. Keshava Murthy
    contributor authorD. P. Giridhar
    date accessioned2017-05-08T20:47:16Z
    date available2017-05-08T20:47:16Z
    date copyrightMay 1990
    date issued1990
    identifier other%28asce%290733-9437%281990%29116%3A3%28374%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27154
    description abstractThis paper is devoted to the improvement of the measuring range of inverted V‐notch (IVN) weir, a practical linear sharp‐crested weir, designed earlier by the writers. The range of linearity of IVN can be considerably enhanced (by more than 200%) by the addition of a retangular weir of width 0.265W (W = half crest width) at a depth of 0.735d (d = altitude of IVN), above the crest of the weir, which is equivalent to providing at this depth two vertical straight lines to the IVN, resulting in a chimney‐shaped profile; hence, the modified weir is named chimney weir. The design parameters of the weir, that is, the linearity range, base flow depth, and datum constant, which fixes the reference plane of the weir, are estimated by solving the nonlinear programming problem using a numerical optimization procedure. For flows through this weir above a depth of 0.22d, the discharges are proportional to the depth of flow measured above a reference plane situated at 0.08d above the weir crest for all heads in the range 0.22d ⩽ h ⩽ 2.43d, within a maximum percentage deviation of
    publisherAmerican Society of Civil Engineers
    titleImproved Inverted V‐Notch or Chimney Weir
    typeJournal Paper
    journal volume116
    journal issue3
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1990)116:3(374)
    treeJournal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 003
    contenttypeFulltext
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