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    Turbulent Flow of Water in Plane Curved Channels of Finite Depth

    Source: Journal of Fluids Engineering:;1963:;volume( 085 ):;issue: 003::page 377
    Author:
    O. G. Brown
    ,
    A. W. Marris
    DOI: 10.1115/1.3656616
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An experimental study of turbulent flow in a plane curved channel of depth-to-width ratio 8:1 and mean radius-to-width ratio 1.83:1 by means of measured distributions of mean peripheral velocity and pressure and flow visualization methods using dye. It appears that due to the large depth-to-width ratio, the secondary flow, though appreciable, is apparent mainly in the end plate regions. Even so it has a pronounced effect on the flow near the inner (convex) wall. It appears that the sharp curvature is effective in quenching the turbulence of the entering rectilinear shear flow at the inner wall of the curved channel by causing a mean flow acceleration in this region. The study indicates that localized backflows can occur at the inner wall at the meeting of secondary and main flows under near-laminar conditions.
    keyword(s): Channels (Hydraulic engineering) , Turbulence , Water , Flow (Dynamics) , Pressure , Flow visualization , Shear flow AND Quenching (Metalworking) ,
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      Turbulent Flow of Water in Plane Curved Channels of Finite Depth

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/95201
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    • Journal of Fluids Engineering

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    contributor authorO. G. Brown
    contributor authorA. W. Marris
    date accessioned2017-05-08T23:12:15Z
    date available2017-05-08T23:12:15Z
    date copyrightSeptember, 1963
    date issued1963
    identifier issn0098-2202
    identifier otherJFEGA4-27251#377_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/95201
    description abstractAn experimental study of turbulent flow in a plane curved channel of depth-to-width ratio 8:1 and mean radius-to-width ratio 1.83:1 by means of measured distributions of mean peripheral velocity and pressure and flow visualization methods using dye. It appears that due to the large depth-to-width ratio, the secondary flow, though appreciable, is apparent mainly in the end plate regions. Even so it has a pronounced effect on the flow near the inner (convex) wall. It appears that the sharp curvature is effective in quenching the turbulence of the entering rectilinear shear flow at the inner wall of the curved channel by causing a mean flow acceleration in this region. The study indicates that localized backflows can occur at the inner wall at the meeting of secondary and main flows under near-laminar conditions.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleTurbulent Flow of Water in Plane Curved Channels of Finite Depth
    typeJournal Paper
    journal volume85
    journal issue3
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.3656616
    journal fristpage377
    journal lastpage390
    identifier eissn1528-901X
    keywordsChannels (Hydraulic engineering)
    keywordsTurbulence
    keywordsWater
    keywordsFlow (Dynamics)
    keywordsPressure
    keywordsFlow visualization
    keywordsShear flow AND Quenching (Metalworking)
    treeJournal of Fluids Engineering:;1963:;volume( 085 ):;issue: 003
    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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