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    Pressure Drop Through Anisotropic Porous Mediumlike Cylinder Bundles in Turbulent Flow Regime

    Source: Journal of Fluids Engineering:;2008:;volume( 130 ):;issue: 010::page 104501
    Author:
    Tongbeum Kim
    ,
    Tian Jian Lu
    DOI: 10.1115/1.2969454
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Pressure drop through anisotropic porous mediumlike cylinder bundles is experimentally examined in turbulent flow regime. Three porosities, ε=0.66, 0.82, and 0.90, are considered. The flow blockage by the cylinder bundles is varied, with the yaw angle (α) used as an anisotropic measure. When the yaw angle is fixed while the porosity is varied, the pressure drop behaves as predicted by the force balance model, consistent with the classic observation: The pressure drop is proportional to the square of the flow velocity with the empirical proportionality as a function of (1−ε1∕2)∕ε2 obtained from the force balance model compared to that of (1−ε)∕ε3 from the hydraulic radius theory. On the other hand, for a given porosity, topological anisotropy of the cylinder bundles causes the sinusoidal response of the pressure drop to the variation of yaw angle. At α=0deg with a 60deg period, the lowest pressure drop occurs from the most open configuration of the cylinder bundle whereas the largest flow blockage at α=30deg causes the highest pressure drop. This variation appears to result from an increase in the drag coefficient of each cylinder element in a harmonic manner.
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      Pressure Drop Through Anisotropic Porous Mediumlike Cylinder Bundles in Turbulent Flow Regime

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    http://yetl.yabesh.ir/yetl1/handle/yetl/138161
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    contributor authorTongbeum Kim
    contributor authorTian Jian Lu
    date accessioned2017-05-09T00:28:19Z
    date available2017-05-09T00:28:19Z
    date copyrightOctober, 2008
    date issued2008
    identifier issn0098-2202
    identifier otherJFEGA4-27341#104501_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/138161
    description abstractPressure drop through anisotropic porous mediumlike cylinder bundles is experimentally examined in turbulent flow regime. Three porosities, ε=0.66, 0.82, and 0.90, are considered. The flow blockage by the cylinder bundles is varied, with the yaw angle (α) used as an anisotropic measure. When the yaw angle is fixed while the porosity is varied, the pressure drop behaves as predicted by the force balance model, consistent with the classic observation: The pressure drop is proportional to the square of the flow velocity with the empirical proportionality as a function of (1−ε1∕2)∕ε2 obtained from the force balance model compared to that of (1−ε)∕ε3 from the hydraulic radius theory. On the other hand, for a given porosity, topological anisotropy of the cylinder bundles causes the sinusoidal response of the pressure drop to the variation of yaw angle. At α=0deg with a 60deg period, the lowest pressure drop occurs from the most open configuration of the cylinder bundle whereas the largest flow blockage at α=30deg causes the highest pressure drop. This variation appears to result from an increase in the drag coefficient of each cylinder element in a harmonic manner.
    publisherThe American Society of Mechanical Engineers (ASME)
    titlePressure Drop Through Anisotropic Porous Mediumlike Cylinder Bundles in Turbulent Flow Regime
    typeJournal Paper
    journal volume130
    journal issue10
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.2969454
    journal fristpage104501
    identifier eissn1528-901X
    treeJournal of Fluids Engineering:;2008:;volume( 130 ):;issue: 010
    contenttypeFulltext
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