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    Velocity Profiles and Unsteady Pipe Friction in Transient Flow

    Source: Journal of Water Resources Planning and Management:;2000:;Volume ( 126 ):;issue: 004
    Author:
    Bruno Brunone
    ,
    Bryan W. Karney
    ,
    Michele Mecarelli
    ,
    Marco Ferrante
    DOI: 10.1061/(ASCE)0733-9496(2000)126:4(236)
    Publisher: American Society of Civil Engineers
    Abstract: Transient conditions in closed conduits have traditionally been modeled as 1D flows with the implicit assumption that velocity profile and friction losses can be accurately predicted using equivalent 1D velocities. Although more complex fluid models have been suggested, there has been little direct experimental basis for selecting one model over another. This paper briefly reviews the significance of the 1D assumption and the historical approaches proposed for improving the numerical modeling of transient events. To address the critical need for better data, an experimental apparatus is described, and preliminary measurements of velocity profiles during two transient events caused by valve operation are presented. The velocity profiles recorded during these transient events clearly show regions of flow recirculation, flow reversal, and an increased intensity of fluid turbulence. The experimental pressures are compared to a water hammer model using a conventional quasi-steady representation of head loss and one with an improved unsteady loss model, with the unsteady model demonstrating a superior ability to track the decay in pressure peak after the first cycle. However, a number of details of the experimental pressure response are still not accurately reproduced by the unsteady friction model.
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      Velocity Profiles and Unsteady Pipe Friction in Transient Flow

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    https://yetl.yabesh.ir/yetl1/handle/yetl/39647
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    contributor authorBruno Brunone
    contributor authorBryan W. Karney
    contributor authorMichele Mecarelli
    contributor authorMarco Ferrante
    date accessioned2017-05-08T21:07:35Z
    date available2017-05-08T21:07:35Z
    date copyrightJuly 2000
    date issued2000
    identifier other%28asce%290733-9496%282000%29126%3A4%28236%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39647
    description abstractTransient conditions in closed conduits have traditionally been modeled as 1D flows with the implicit assumption that velocity profile and friction losses can be accurately predicted using equivalent 1D velocities. Although more complex fluid models have been suggested, there has been little direct experimental basis for selecting one model over another. This paper briefly reviews the significance of the 1D assumption and the historical approaches proposed for improving the numerical modeling of transient events. To address the critical need for better data, an experimental apparatus is described, and preliminary measurements of velocity profiles during two transient events caused by valve operation are presented. The velocity profiles recorded during these transient events clearly show regions of flow recirculation, flow reversal, and an increased intensity of fluid turbulence. The experimental pressures are compared to a water hammer model using a conventional quasi-steady representation of head loss and one with an improved unsteady loss model, with the unsteady model demonstrating a superior ability to track the decay in pressure peak after the first cycle. However, a number of details of the experimental pressure response are still not accurately reproduced by the unsteady friction model.
    publisherAmerican Society of Civil Engineers
    titleVelocity Profiles and Unsteady Pipe Friction in Transient Flow
    typeJournal Paper
    journal volume126
    journal issue4
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)0733-9496(2000)126:4(236)
    treeJournal of Water Resources Planning and Management:;2000:;Volume ( 126 ):;issue: 004
    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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