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    Relatively Rough Flow Resistance Equations

    Source: Journal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006
    Author:
    Graeme M. Smart
    ,
    Maurice J. Duncan
    ,
    Jeremy M. Walsh
    DOI: 10.1061/(ASCE)0733-9429(2002)128:6(568)
    Publisher: American Society of Civil Engineers
    Abstract: The definitions of depth and hydraulic radius become ambiguous when bed roughness is large relative to flow depth. Various statistics are currently used to describe bed roughness and many different flow resistance formulas have been developed. The volumetric hydraulic radius
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      Relatively Rough Flow Resistance Equations

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    contributor authorGraeme M. Smart
    contributor authorMaurice J. Duncan
    contributor authorJeremy M. Walsh
    date accessioned2017-05-08T20:44:20Z
    date available2017-05-08T20:44:20Z
    date copyrightJune 2002
    date issued2002
    identifier other%28asce%290733-9429%282002%29128%3A6%28568%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25383
    description abstractThe definitions of depth and hydraulic radius become ambiguous when bed roughness is large relative to flow depth. Various statistics are currently used to describe bed roughness and many different flow resistance formulas have been developed. The volumetric hydraulic radius
    publisherAmerican Society of Civil Engineers
    titleRelatively Rough Flow Resistance Equations
    typeJournal Paper
    journal volume128
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2002)128:6(568)
    treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian