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    Stability of Developing Flow in a Pipe—Nonparallel Effects

    Source: Journal of Applied Mechanics:;1981:;volume( 048 ):;issue: 002::page 243
    Author:
    V. K. Garg
    ,
    S. C. Gupta
    DOI: 10.1115/1.3157604
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A theoretical investigation into the linear, spatial instability of the developing flow in a rigid circular pipe, incorporating the effects of nonparallelism of the main flow, has been made at several axial locations. The velocity profile in the developing flow region is obtained by a finite-difference method assuming uniform flow at the entry to the pipe. For the stability analysis, the continuity and momentum equations have been integrated separately using fourth-order Runge-Kutta integration scheme and applying selectively the Gram-Schmidt orthonormalization procedure to circumvent the parasitic error-growth problem. It is found that the critical frequency, obtained from different growth rates, decreases first sharply and then gradually with increasing X , where X = x/aR = X/R; x being the streamwise distance measured from the pipe inlet, a being the radius of the pipe, and R the Reynolds number based on a and average velocity of flow. However, the critical Reynolds number versus X curves pass through a minima. The minimum critical Reynolds number corresponding to gψ(X , O), the growth rate of stream function at the pipe axis, to gE (X ), the growth rate of energy density, and to the parallel flow theory are 9700 at X = 0.00325, 11,000 at X = 0.0035, and 11,700 at X = 0.0035, respectively. It is found that the actual developing flow remains unstable over a larger inlet length of the pipe than its parallel-flow approximate. The first instability of the flow on the basis of gψ(X , O), gE (X ) and the parallel flow theory, is found to occur in the range 30 ≤ X ≤ 36, 35 ≤ X ≤ 43, and 36 ≤ X ≤ 45, respectively. The critical Reynolds numbers obtained on the basis of gψ(X , O) are closest to the experimental values.
    keyword(s): Stability , Flow (Dynamics) , Pipes , Reynolds number , Density , Momentum , Equations , Errors AND Finite difference methods ,
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      Stability of Developing Flow in a Pipe—Nonparallel Effects

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/94150
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    • Journal of Applied Mechanics

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    contributor authorV. K. Garg
    contributor authorS. C. Gupta
    date accessioned2017-05-08T23:10:22Z
    date available2017-05-08T23:10:22Z
    date copyrightJune, 1981
    date issued1981
    identifier issn0021-8936
    identifier otherJAMCAV-26177#243_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/94150
    description abstractA theoretical investigation into the linear, spatial instability of the developing flow in a rigid circular pipe, incorporating the effects of nonparallelism of the main flow, has been made at several axial locations. The velocity profile in the developing flow region is obtained by a finite-difference method assuming uniform flow at the entry to the pipe. For the stability analysis, the continuity and momentum equations have been integrated separately using fourth-order Runge-Kutta integration scheme and applying selectively the Gram-Schmidt orthonormalization procedure to circumvent the parasitic error-growth problem. It is found that the critical frequency, obtained from different growth rates, decreases first sharply and then gradually with increasing X , where X = x/aR = X/R; x being the streamwise distance measured from the pipe inlet, a being the radius of the pipe, and R the Reynolds number based on a and average velocity of flow. However, the critical Reynolds number versus X curves pass through a minima. The minimum critical Reynolds number corresponding to gψ(X , O), the growth rate of stream function at the pipe axis, to gE (X ), the growth rate of energy density, and to the parallel flow theory are 9700 at X = 0.00325, 11,000 at X = 0.0035, and 11,700 at X = 0.0035, respectively. It is found that the actual developing flow remains unstable over a larger inlet length of the pipe than its parallel-flow approximate. The first instability of the flow on the basis of gψ(X , O), gE (X ) and the parallel flow theory, is found to occur in the range 30 ≤ X ≤ 36, 35 ≤ X ≤ 43, and 36 ≤ X ≤ 45, respectively. The critical Reynolds numbers obtained on the basis of gψ(X , O) are closest to the experimental values.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleStability of Developing Flow in a Pipe—Nonparallel Effects
    typeJournal Paper
    journal volume48
    journal issue2
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.3157604
    journal fristpage243
    journal lastpage248
    identifier eissn1528-9036
    keywordsStability
    keywordsFlow (Dynamics)
    keywordsPipes
    keywordsReynolds number
    keywordsDensity
    keywordsMomentum
    keywordsEquations
    keywordsErrors AND Finite difference methods
    treeJournal of Applied Mechanics:;1981:;volume( 048 ):;issue: 002
    contenttypeFulltext
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