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    Inlet Pressure for Horizontal Tapered Laterals

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
    Author:
    Arif A. Anwar
    DOI: 10.1061/(ASCE)0733-9437(2000)126:1(57)
    Publisher: American Society of Civil Engineers
    Abstract: Analytical equations are presented for two average pressure correction factors developed for linear displacement laterals with or without outflow at the downstream end. The average correction factor for laterals without downstream outflow, when applied to a relatively large number of outlets is in good agreement with earlier work. For a relatively small number of outlets, the average correction factor presented is more accurate. The average correction factor for laterals with outflow reduces to that for laterals without outflow when the outflow ratio is reduced to zero. For a relatively large number of outlets, this average correction factor is primarily a function of the outflow ratio. For both large outflow ratios and large outlet numbers, the average correction factor is almost a constant. To apply the average correction factor to design a tapered lateral, an expression relating lateral inlet head to required average head and friction head loss has been developed. The expression can be applied to a lateral with any number of reaches with different diameters. A practical application has been demonstrated through an example.
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      Inlet Pressure for Horizontal Tapered Laterals

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    http://yetl.yabesh.ir/yetl1/handle/yetl/27955
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    contributor authorArif A. Anwar
    date accessioned2017-05-08T20:49:01Z
    date available2017-05-08T20:49:01Z
    date copyrightJanuary 2000
    date issued2000
    identifier other%28asce%290733-9437%282000%29126%3A1%2857%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27955
    description abstractAnalytical equations are presented for two average pressure correction factors developed for linear displacement laterals with or without outflow at the downstream end. The average correction factor for laterals without downstream outflow, when applied to a relatively large number of outlets is in good agreement with earlier work. For a relatively small number of outlets, the average correction factor presented is more accurate. The average correction factor for laterals with outflow reduces to that for laterals without outflow when the outflow ratio is reduced to zero. For a relatively large number of outlets, this average correction factor is primarily a function of the outflow ratio. For both large outflow ratios and large outlet numbers, the average correction factor is almost a constant. To apply the average correction factor to design a tapered lateral, an expression relating lateral inlet head to required average head and friction head loss has been developed. The expression can be applied to a lateral with any number of reaches with different diameters. A practical application has been demonstrated through an example.
    publisherAmerican Society of Civil Engineers
    titleInlet Pressure for Horizontal Tapered Laterals
    typeJournal Paper
    journal volume126
    journal issue1
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2000)126:1(57)
    treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 001
    contenttypeFulltext
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