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How Permeability Depends on Stress and Pore Pressure in Coalbeds: A New Model
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1996
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Geotechnical EngineeringHydrogeologyPore Volume CompressibilityPore StructureEngineeringNew ModelCivil EngineeringMechanical EngineeringGeomechanicsPorosityMatrix ShrinkageVolume CompressibilityPorous BodyMechanics Of MaterialsPore Pressure
In naturally fractured formations, such as coal, permeability is sensitive to changes in stress or pore pressure (i.e., effective stress). This paper presents a new theoretical model for calculating pore volume compressibility and permeability in coals as a function of effective stress and matrix shrinkage, using a single equation. The equation is appropriate for uniaxial strain conditions, as expected in a reservoir. The model predicts how permeability changes as pressure is decreased (i.e., drawdown). Pore volume compressibility is derived in this theory from fundamental reservoir parameters. It is not constant, as often assumed. Pore volume compressibility is high in coals because porosity is so small. A rebound in permeability can occur at lower drawdown pressures for the highest modulus and matrix shrinkage values. We have also history matched rates from a