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    Unsteady Friction in Rough Pipes

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 007
    Author:
    Walter F. Silva-Araya
    ,
    M. Hanif Chaudhry
    DOI: 10.1061/(ASCE)0733-9429(2001)127:7(607)
    Publisher: American Society of Civil Engineers
    Abstract: An energy dissipation model is presented for the computation of unsteady friction losses adapted to smooth-to-rough transition and fully rough pipes. The eddy viscosity model used to compute the Reynolds stresses in turbulent flow is modified to include the effect of roughness, which is considered in the computation of the velocity profiles. The model is tested by comparing the computed transient pressures with measured data from a laboratory test facility and a prototype test. Details of the experimental setup, pressure-head measurements, and valve characteristics during transient flow conditions are presented. The quasi-steady approximation gives an inaccurate prediction of the pressure head history; however, significantly better results are obtained if the unsteady friction effects are included.
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      Unsteady Friction in Rough Pipes

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    contributor authorWalter F. Silva-Araya
    contributor authorM. Hanif Chaudhry
    date accessioned2017-05-08T20:44:05Z
    date available2017-05-08T20:44:05Z
    date copyrightJuly 2001
    date issued2001
    identifier other%28asce%290733-9429%282001%29127%3A7%28607%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25222
    description abstractAn energy dissipation model is presented for the computation of unsteady friction losses adapted to smooth-to-rough transition and fully rough pipes. The eddy viscosity model used to compute the Reynolds stresses in turbulent flow is modified to include the effect of roughness, which is considered in the computation of the velocity profiles. The model is tested by comparing the computed transient pressures with measured data from a laboratory test facility and a prototype test. Details of the experimental setup, pressure-head measurements, and valve characteristics during transient flow conditions are presented. The quasi-steady approximation gives an inaccurate prediction of the pressure head history; however, significantly better results are obtained if the unsteady friction effects are included.
    publisherAmerican Society of Civil Engineers
    titleUnsteady Friction in Rough Pipes
    typeJournal Paper
    journal volume127
    journal issue7
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(2001)127:7(607)
    treeJournal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 007
    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
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