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    Chebyshev Solution as Aid in Computing GVF by Standard Step Method

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author:
    Subhasish Dey
    DOI: 10.1061/(ASCE)0733-9437(2000)126:4(271)
    Publisher: American Society of Civil Engineers
    Abstract: The standard step method is commonly used to compute free surface profiles in gradually varied flow (GVF) through open channels. In this study, generalized numerical solutions in the Chebyshev form are presented for the standard step method to compute the free surface profiles in GVF without using look-up tables, interpolation procedures, or simplified assumptions concerning the cross-section geometry. The solutions are obtained using the flow resistance equations of Manning, Chezy, and Colebrook-White. The necessary parameters of some particular cases, namely rectangular, triangular, trapezoidal, circular, and exponential channels, are furnished. The use of the Chebyshev approximation has the advantage of requiring less iteration than the Newton-Raphson approximation.
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      Chebyshev Solution as Aid in Computing GVF by Standard Step Method

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    contributor authorSubhasish Dey
    date accessioned2017-05-08T20:49:05Z
    date available2017-05-08T20:49:05Z
    date copyrightJuly 2000
    date issued2000
    identifier other%28asce%290733-9437%282000%29126%3A4%28271%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27995
    description abstractThe standard step method is commonly used to compute free surface profiles in gradually varied flow (GVF) through open channels. In this study, generalized numerical solutions in the Chebyshev form are presented for the standard step method to compute the free surface profiles in GVF without using look-up tables, interpolation procedures, or simplified assumptions concerning the cross-section geometry. The solutions are obtained using the flow resistance equations of Manning, Chezy, and Colebrook-White. The necessary parameters of some particular cases, namely rectangular, triangular, trapezoidal, circular, and exponential channels, are furnished. The use of the Chebyshev approximation has the advantage of requiring less iteration than the Newton-Raphson approximation.
    publisherAmerican Society of Civil Engineers
    titleChebyshev Solution as Aid in Computing GVF by Standard Step Method
    typeJournal Paper
    journal volume126
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2000)126:4(271)
    treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 004
    contenttypeFulltext
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