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    Turbulent Flow in the Entry Region of a Rough Pipe

    Source: Journal of Fluids Engineering:;1974:;volume( 096 ):;issue: 001::page 62
    Author:
    Jeng-Song Wang
    ,
    J. P. Tullis
    DOI: 10.1115/1.3447099
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The general characteristics of mean turbulent flow in the entry region of a rough pipe are discussed. A mathematical model is presented for predicting the development of boundary layer thickness, core velocity, and pressure coefficient. Measurements were made of static pressure and velocity profiles in a 12-in. dia pipe at Reynolds numbers between 7 × 105 and 3.7 × 106 . Water was used as the fluid. Data are included on the length required for the wall shear stress to become constant, for the boundary layer to reach the pipe centerline and for the velocity profile to become fully developed.
    keyword(s): Turbulence , Surface roughness , Pipes , Pressure , Boundary layers , Fluids , Measurement , Reynolds number , Thickness , Water , Stress AND Shear (Mechanics) ,
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      Turbulent Flow in the Entry Region of a Rough Pipe

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/164931
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    • Journal of Fluids Engineering

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    contributor authorJeng-Song Wang
    contributor authorJ. P. Tullis
    date accessioned2017-05-09T01:38:26Z
    date available2017-05-09T01:38:26Z
    date copyrightMarch, 1974
    date issued1974
    identifier issn0098-2202
    identifier otherJFEGA4-26853#62_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/164931
    description abstractThe general characteristics of mean turbulent flow in the entry region of a rough pipe are discussed. A mathematical model is presented for predicting the development of boundary layer thickness, core velocity, and pressure coefficient. Measurements were made of static pressure and velocity profiles in a 12-in. dia pipe at Reynolds numbers between 7 × 105 and 3.7 × 106 . Water was used as the fluid. Data are included on the length required for the wall shear stress to become constant, for the boundary layer to reach the pipe centerline and for the velocity profile to become fully developed.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleTurbulent Flow in the Entry Region of a Rough Pipe
    typeJournal Paper
    journal volume96
    journal issue1
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.3447099
    journal fristpage62
    journal lastpage68
    identifier eissn1528-901X
    keywordsTurbulence
    keywordsSurface roughness
    keywordsPipes
    keywordsPressure
    keywordsBoundary layers
    keywordsFluids
    keywordsMeasurement
    keywordsReynolds number
    keywordsThickness
    keywordsWater
    keywordsStress AND Shear (Mechanics)
    treeJournal of Fluids Engineering:;1974:;volume( 096 ):;issue: 001
    contenttypeFulltext
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