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    Roughness Coefficients for Selected Residue Materials

    Source: Journal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author:
    John E. GiMey
    ,
    Eugene R. Kottwitz
    ,
    Gary A. Wieman
    DOI: 10.1061/(ASCE)0733-9437(1991)117:4(503)
    Publisher: American Society of Civil Engineers
    Abstract: Analysis of surface runoff on upland areas requires identification of roughness coefficients. A laboratory study is conducted to measure Darcy‐Weisbach and Manning roughness coefficients for corn, cotton, peanut, pine needles, sorghum, soybeans, sunflower, and wheat residue. Varying rates of flow are introduced into a flume in which selected amounts of residue are securely attached. Roughness coefficients are calculated from measurements of discharge rate and flow velocity. The laboratory data are used to derive regression equations for relating roughness coefficients to Reynolds number and either percent residue cover or residue rate. Separate equations are developed for Reynolds number values from 500 to 20,000, and from 20,000 to 110,000. Generalized equations are presented for estimating roughness coefficients for other residue materials not used in this investigation. Accurate prediction of roughness coefficients for residue materials will improve our ability to understand and properly model upland flow hydraulics.
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      Roughness Coefficients for Selected Residue Materials

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/27244
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    contributor authorJohn E. GiMey
    contributor authorEugene R. Kottwitz
    contributor authorGary A. Wieman
    date accessioned2017-05-08T20:47:25Z
    date available2017-05-08T20:47:25Z
    date copyrightJuly 1991
    date issued1991
    identifier other%28asce%290733-9437%281991%29117%3A4%28503%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27244
    description abstractAnalysis of surface runoff on upland areas requires identification of roughness coefficients. A laboratory study is conducted to measure Darcy‐Weisbach and Manning roughness coefficients for corn, cotton, peanut, pine needles, sorghum, soybeans, sunflower, and wheat residue. Varying rates of flow are introduced into a flume in which selected amounts of residue are securely attached. Roughness coefficients are calculated from measurements of discharge rate and flow velocity. The laboratory data are used to derive regression equations for relating roughness coefficients to Reynolds number and either percent residue cover or residue rate. Separate equations are developed for Reynolds number values from 500 to 20,000, and from 20,000 to 110,000. Generalized equations are presented for estimating roughness coefficients for other residue materials not used in this investigation. Accurate prediction of roughness coefficients for residue materials will improve our ability to understand and properly model upland flow hydraulics.
    publisherAmerican Society of Civil Engineers
    titleRoughness Coefficients for Selected Residue Materials
    typeJournal Paper
    journal volume117
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1991)117:4(503)
    treeJournal of Irrigation and Drainage Engineering:;1991:;Volume ( 117 ):;issue: 004
    contenttypeFulltext
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