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    Approximating Wetted Perimeter in Power-Law Cross Section

    Source: Journal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 002
    Author:
    T. S. Strelkoff
    ,
    A. J. Clemmens
    DOI: 10.1061/(ASCE)0733-9437(2000)126:2(98)
    Publisher: American Society of Civil Engineers
    Abstract: The wetted perimeter is an open-channel parameter that influences surface drag and also influences infiltration in furrows and unlined canals. Various approximations to the wetted perimeter are examined for channel cross sections in which the top width is a power law of depth. Exact solutions are available only for select values of the exponent. Interpolation between exact values, partial sums of series approximations, and numerical integration are compared. A simple nonlinear interpolation scheme or a three-term summation yields results accurate to within 1% of the range of typical channel geometries. Common numerical approximations are shown to yield errors in excess of a range of from 3 to 10%.
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      Approximating Wetted Perimeter in Power-Law Cross Section

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    contributor authorT. S. Strelkoff
    contributor authorA. J. Clemmens
    date accessioned2017-05-08T20:49:03Z
    date available2017-05-08T20:49:03Z
    date copyrightMarch 2000
    date issued2000
    identifier other%28asce%290733-9437%282000%29126%3A2%2898%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27975
    description abstractThe wetted perimeter is an open-channel parameter that influences surface drag and also influences infiltration in furrows and unlined canals. Various approximations to the wetted perimeter are examined for channel cross sections in which the top width is a power law of depth. Exact solutions are available only for select values of the exponent. Interpolation between exact values, partial sums of series approximations, and numerical integration are compared. A simple nonlinear interpolation scheme or a three-term summation yields results accurate to within 1% of the range of typical channel geometries. Common numerical approximations are shown to yield errors in excess of a range of from 3 to 10%.
    publisherAmerican Society of Civil Engineers
    titleApproximating Wetted Perimeter in Power-Law Cross Section
    typeJournal Paper
    journal volume126
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2000)126:2(98)
    treeJournal of Irrigation and Drainage Engineering:;2000:;Volume ( 126 ):;issue: 002
    contenttypeFulltext
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