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    Spatial and Temporal Variation of Manning’s Roughness Coefficient in Furrow Irrigation

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 002
    Author:
    Damodhara R. Mailapalli
    ,
    N. S. Raghuwanshi
    ,
    R. Singh
    ,
    G. H. Schmitz
    ,
    F. Lennartz
    DOI: 10.1061/(ASCE)0733-9437(2008)134:2(185)
    Publisher: American Society of Civil Engineers
    Abstract: Manning’s roughness coefficient is one of the input parameters in many surface irrigation simulation models. It affects the velocity of flow and thereby its variation with time and distance along the field length influence water application. In this study, variation of Manning’s roughness coefficient was studied for a furrow plot consisting of three 40 m long free drained furrows of parabolic shape and having a top width of 0.30 m, a depth of 0.15 m and a slope of 0.5%. The irrigation experiments were carried out with the inflow rates of 0.2, 0.3, 0.4, and
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      Spatial and Temporal Variation of Manning’s Roughness Coefficient in Furrow Irrigation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/28628
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    • Journal of Irrigation and Drainage Engineering

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    contributor authorDamodhara R. Mailapalli
    contributor authorN. S. Raghuwanshi
    contributor authorR. Singh
    contributor authorG. H. Schmitz
    contributor authorF. Lennartz
    date accessioned2017-05-08T20:50:01Z
    date available2017-05-08T20:50:01Z
    date copyrightApril 2008
    date issued2008
    identifier other%28asce%290733-9437%282008%29134%3A2%28185%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28628
    description abstractManning’s roughness coefficient is one of the input parameters in many surface irrigation simulation models. It affects the velocity of flow and thereby its variation with time and distance along the field length influence water application. In this study, variation of Manning’s roughness coefficient was studied for a furrow plot consisting of three 40 m long free drained furrows of parabolic shape and having a top width of 0.30 m, a depth of 0.15 m and a slope of 0.5%. The irrigation experiments were carried out with the inflow rates of 0.2, 0.3, 0.4, and
    publisherAmerican Society of Civil Engineers
    titleSpatial and Temporal Variation of Manning’s Roughness Coefficient in Furrow Irrigation
    typeJournal Paper
    journal volume134
    journal issue2
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(2008)134:2(185)
    treeJournal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 002
    contenttypeFulltext
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