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    Development of an Equivalent Homogenous Fluid Model for Pseudo-Two-Phase (Air+Water) Flow through Fractured Rock

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author:
    J. Price
    ,
    B. Indraratna
    DOI: 10.1061/(ASCE)1090-0241(2005)131:7(857)
    Publisher: American Society of Civil Engineers
    Abstract: Fracture flow of two-phase mixtures is particularly applicable to the coal mining and coal bed methane projects in Australia. A one-dimensional steady-state pseudo-two-phase flow model is proposed for fractured rock. The model considers free flow of a compressible mixture of air and water in an inclined planar fracture and is based upon the conservation of momentum and the “cubic” law. The flow model is coupled to changes in the stress environment through the fracture normal stiffness, which is related to changes in fracture aperture. The model represents the individual air and water phases as a single equivalent homogenous fluid. Laboratory testing was performed using the two-phase high-pressure triaxial apparatus on 54 mm diameter (approximately
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      Development of an Equivalent Homogenous Fluid Model for Pseudo-Two-Phase (Air+Water) Flow through Fractured Rock

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    http://yetl.yabesh.ir/yetl1/handle/yetl/52727
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    • Journal of Geotechnical and Geoenvironmental Engineering

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    contributor authorJ. Price
    contributor authorB. Indraratna
    date accessioned2017-05-08T21:28:16Z
    date available2017-05-08T21:28:16Z
    date copyrightJuly 2005
    date issued2005
    identifier other%28asce%291090-0241%282005%29131%3A7%28857%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/52727
    description abstractFracture flow of two-phase mixtures is particularly applicable to the coal mining and coal bed methane projects in Australia. A one-dimensional steady-state pseudo-two-phase flow model is proposed for fractured rock. The model considers free flow of a compressible mixture of air and water in an inclined planar fracture and is based upon the conservation of momentum and the “cubic” law. The flow model is coupled to changes in the stress environment through the fracture normal stiffness, which is related to changes in fracture aperture. The model represents the individual air and water phases as a single equivalent homogenous fluid. Laboratory testing was performed using the two-phase high-pressure triaxial apparatus on 54 mm diameter (approximately
    publisherAmerican Society of Civil Engineers
    titleDevelopment of an Equivalent Homogenous Fluid Model for Pseudo-Two-Phase (Air+Water) Flow through Fractured Rock
    typeJournal Paper
    journal volume131
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)1090-0241(2005)131:7(857)
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 007
    contenttypeFulltext
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