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    Estimation of Friction Factor in Open Channels

    Source: Journal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 003
    Author:
    Artemis Motamedi
    ,
    Hossein Afzalimehr
    ,
    Vijay P. Singh
    DOI: 10.1061/(ASCE)HE.1943-5584.0000180
    Publisher: American Society of Civil Engineers
    Abstract: Using a large set of field and laboratory data, this study investigated the effect of slope and the Shields parameter on the friction factor. It identified the ranges of critical shear stress and bed slope for which Froude number would or would not play an important role in the evaluation of friction. It was found that the prediction of friction factor for slopes less than 0.000 81 was not satisfactory. For the Shields parameter range of
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      Estimation of Friction Factor in Open Channels

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    contributor authorArtemis Motamedi
    contributor authorHossein Afzalimehr
    contributor authorVijay P. Singh
    date accessioned2017-05-08T21:48:40Z
    date available2017-05-08T21:48:40Z
    date copyrightMarch 2010
    date issued2010
    identifier other%28asce%29he%2E1943-5584%2E0000201.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63049
    description abstractUsing a large set of field and laboratory data, this study investigated the effect of slope and the Shields parameter on the friction factor. It identified the ranges of critical shear stress and bed slope for which Froude number would or would not play an important role in the evaluation of friction. It was found that the prediction of friction factor for slopes less than 0.000 81 was not satisfactory. For the Shields parameter range of
    publisherAmerican Society of Civil Engineers
    titleEstimation of Friction Factor in Open Channels
    typeJournal Paper
    journal volume15
    journal issue3
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000180
    treeJournal of Hydrologic Engineering:;2010:;Volume ( 015 ):;issue: 003
    contenttypeFulltext
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