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    Steady Flow Structures and Pressure Drops in Wavy-Walled Tubes

    Source: Journal of Fluids Engineering:;1987:;volume( 109 ):;issue: 003::page 255
    Author:
    M. E. Ralph
    DOI: 10.1115/1.3242656
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Solutions of the Navier-Stokes equations for steady axisymmetric flows in tubes with sinusoidal walls were obtained numerically, for Reynolds numbers (based on the tube radius and mean velocity at a constriction) up to 500, and for varying depth and wavelength of the wall perturbations. Results for the highest Reynolds numbers showed features suggestive of the boundary layer theory of Smith [23]. In the other Reynolds number limit, it has been found that creeping flow solutions can exhibit flow reversal if the perturbation depth is large enough. Experimentally measured pressure drops for a particular tube geometry were in agreement with computed predictions up to a Reynolds number of about 300, where transitional effects began to disturb the experiments. The dimensionless mean pressure gradient was found to decrease with increasing Reynolds number, although the rate of decrease was less rapid than in a straight-walled tube. Numerical results showed that the mean pressure gradient decreases as both the perturbation wavelength and depth increase, with the higher Reynolds number flows tending to be more influenced by the wavelength and the lower Reynolds number flows more affected by the depth.
    keyword(s): Flow (Dynamics) , Pressure drop , Reynolds number , Wavelength , Pressure gradient , Navier-Stokes equations , Boundary layers , Creeping flow AND Geometry ,
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      Steady Flow Structures and Pressure Drops in Wavy-Walled Tubes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/102588
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    contributor authorM. E. Ralph
    date accessioned2017-05-08T23:24:59Z
    date available2017-05-08T23:24:59Z
    date copyrightSeptember, 1987
    date issued1987
    identifier issn0098-2202
    identifier otherJFEGA4-27028#255_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102588
    description abstractSolutions of the Navier-Stokes equations for steady axisymmetric flows in tubes with sinusoidal walls were obtained numerically, for Reynolds numbers (based on the tube radius and mean velocity at a constriction) up to 500, and for varying depth and wavelength of the wall perturbations. Results for the highest Reynolds numbers showed features suggestive of the boundary layer theory of Smith [23]. In the other Reynolds number limit, it has been found that creeping flow solutions can exhibit flow reversal if the perturbation depth is large enough. Experimentally measured pressure drops for a particular tube geometry were in agreement with computed predictions up to a Reynolds number of about 300, where transitional effects began to disturb the experiments. The dimensionless mean pressure gradient was found to decrease with increasing Reynolds number, although the rate of decrease was less rapid than in a straight-walled tube. Numerical results showed that the mean pressure gradient decreases as both the perturbation wavelength and depth increase, with the higher Reynolds number flows tending to be more influenced by the wavelength and the lower Reynolds number flows more affected by the depth.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleSteady Flow Structures and Pressure Drops in Wavy-Walled Tubes
    typeJournal Paper
    journal volume109
    journal issue3
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.3242656
    journal fristpage255
    journal lastpage261
    identifier eissn1528-901X
    keywordsFlow (Dynamics)
    keywordsPressure drop
    keywordsReynolds number
    keywordsWavelength
    keywordsPressure gradient
    keywordsNavier-Stokes equations
    keywordsBoundary layers
    keywordsCreeping flow AND Geometry
    treeJournal of Fluids Engineering:;1987:;volume( 109 ):;issue: 003
    contenttypeFulltext
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