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    The Stability of Pipe Entrance Flows Subjected to Axisymmetric Disturbances

    Source: Journal of Fluids Engineering:;1994:;volume( 116 ):;issue: 001::page 61
    Author:
    D. F. da Silva
    ,
    E. A. Moss
    DOI: 10.1115/1.2910243
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This paper reexamines an important unresolved problem in fluid mechanics—the discrepancy between measurements and predictions of stability in pipe entrance flows. Whereas measured critical Reynolds numbers are relatively insensitive to velocity profile shape in the streamwise direction, the theoretical results indicate a rapid increase, both as the equilibrium profile is approached, and toward the inlet. The current work uses the displacement thickness based Reynolds number as a rational basis on which to compare new stability predictions obtained by means of the Q-Z algorithm, with existing theoretical results. Although the present data are shown to be the only that are consistent with the classical parallel boundary layer limit towards the inlet, they still deviate increasingly with axial distance from the only available experimental results. By examining pipe inlet stability data in relation to boundary layer measurements and predictions, the work effectively questions the commonly held belief that streamwise variations of flow alone are responsible for these deviations, suggesting that the finite amplitude nature of the applied disturbances is the most likely cause.
    keyword(s): Flow (Dynamics) , Pipes , Stability , Boundary layers , Measurement , Reynolds number , Equilibrium (Physics) , Algorithms , Displacement , Shapes , Thickness AND Fluid mechanics ,
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      The Stability of Pipe Entrance Flows Subjected to Axisymmetric Disturbances

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    https://yetl.yabesh.ir/yetl1/handle/yetl/113865
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    contributor authorD. F. da Silva
    contributor authorE. A. Moss
    date accessioned2017-05-08T23:44:41Z
    date available2017-05-08T23:44:41Z
    date copyrightMarch, 1994
    date issued1994
    identifier issn0098-2202
    identifier otherJFEGA4-27083#61_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/113865
    description abstractThis paper reexamines an important unresolved problem in fluid mechanics—the discrepancy between measurements and predictions of stability in pipe entrance flows. Whereas measured critical Reynolds numbers are relatively insensitive to velocity profile shape in the streamwise direction, the theoretical results indicate a rapid increase, both as the equilibrium profile is approached, and toward the inlet. The current work uses the displacement thickness based Reynolds number as a rational basis on which to compare new stability predictions obtained by means of the Q-Z algorithm, with existing theoretical results. Although the present data are shown to be the only that are consistent with the classical parallel boundary layer limit towards the inlet, they still deviate increasingly with axial distance from the only available experimental results. By examining pipe inlet stability data in relation to boundary layer measurements and predictions, the work effectively questions the commonly held belief that streamwise variations of flow alone are responsible for these deviations, suggesting that the finite amplitude nature of the applied disturbances is the most likely cause.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleThe Stability of Pipe Entrance Flows Subjected to Axisymmetric Disturbances
    typeJournal Paper
    journal volume116
    journal issue1
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.2910243
    journal fristpage61
    journal lastpage65
    identifier eissn1528-901X
    keywordsFlow (Dynamics)
    keywordsPipes
    keywordsStability
    keywordsBoundary layers
    keywordsMeasurement
    keywordsReynolds number
    keywordsEquilibrium (Physics)
    keywordsAlgorithms
    keywordsDisplacement
    keywordsShapes
    keywordsThickness AND Fluid mechanics
    treeJournal of Fluids Engineering:;1994:;volume( 116 ):;issue: 001
    contenttypeFulltext
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