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    Prediction of Natural Channel Hydraulic Roughness

    Source: Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author:
    Siddig E. Ahmed
    ,
    Mohammed B. Saad
    DOI: 10.1061/(ASCE)0733-9437(1992)118:4(632)
    Publisher: American Society of Civil Engineers
    Abstract: Most of the available methods for roughness prediction assume that the flow is steady and uniform, and many of them are laboratory-oriented and lack verification with field data. Three existing roughness prediction formulas are tested against measured field data. The data used are for three main alluvial irrigation canals with discharges ranging from 35 to 318 m
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      Prediction of Natural Channel Hydraulic Roughness

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    https://yetl.yabesh.ir/yetl1/handle/yetl/27357
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    contributor authorSiddig E. Ahmed
    contributor authorMohammed B. Saad
    date accessioned2017-05-08T20:47:38Z
    date available2017-05-08T20:47:38Z
    date copyrightJuly 1992
    date issued1992
    identifier other%28asce%290733-9437%281992%29118%3A4%28632%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27357
    description abstractMost of the available methods for roughness prediction assume that the flow is steady and uniform, and many of them are laboratory-oriented and lack verification with field data. Three existing roughness prediction formulas are tested against measured field data. The data used are for three main alluvial irrigation canals with discharges ranging from 35 to 318 m
    publisherAmerican Society of Civil Engineers
    titlePrediction of Natural Channel Hydraulic Roughness
    typeJournal Paper
    journal volume118
    journal issue4
    journal titleJournal of Irrigation and Drainage Engineering
    identifier doi10.1061/(ASCE)0733-9437(1992)118:4(632)
    treeJournal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 004
    contenttypeFulltext
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