Hydromechanical interactions in a fractured carbonate reservoir inferred from hydraulic and mechanical measurements
Hydromechanical coupled processes in a shallow fractured carbonate reservoir rock were investigated through field experiments coupled with analytical and numerical analyses. The experiments consist of hydraulic loading/unloading of a water reservoir in which fluid flow occurs mainly inside a heterog...
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Published in | International journal of rock mechanics and mining sciences (Oxford, England : 1997) Vol. 42; no. 2; pp. 287 - 306 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Oxford
Elsevier Ltd
01.02.2005
Elsevier Science |
Subjects | |
Online Access | Get full text |
ISSN | 1365-1609 1873-4545 |
DOI | 10.1016/j.ijrmms.2004.11.006 |
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Abstract | Hydromechanical coupled processes in a shallow fractured carbonate reservoir rock were investigated through field experiments coupled with analytical and numerical analyses. The experiments consist of hydraulic loading/unloading of a water reservoir in which fluid flow occurs mainly inside a heterogeneous fracture network made up of vertical faults and bedding planes. Hydromechanical response of the reservoir was measured using six pressure–normal displacement sensors located on discontinuities and two surface tiltmeters. A dual hydraulic behavior was characterized for low-permeability bedding planes well connected to high-permeability faults. Displacement responses show high-variability, nonlinear changes, sometimes with high-frequency oscillations, and a large scattering of magnitudes. Initial normal stiffnesses and effective normal stresses along fault planes were estimated in the field by interpreting pressure–normal displacement relations with a nonlinear function between effective normal stress and normal displacement. Two-dimensional discontinuum modeling with transient fluid flow was performed to fit measurements during hydraulic loading tests. Results show that the hydromechanical behavior of the reservoir is restored if a high stiffness contrast is allocated between low- and high-permeability discontinuities. Thus, a dual-permeability network of discontinuities will likely also be a contrasting stiffness network, in which the deformation of major flow-conducting discontinuities is significantly influenced by the stiffness of the surrounding less-permeable discontinuities. |
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AbstractList | Hydromechanical coupled processes in a shallow fractured carbonate reservoir rock were investigated through field experiments coupled with analytical and numerical analyses. The experiments consist of hydraulic loading/unloading of a water reservoir in which fluid flow occurs mainly inside a heterogeneous fracture network made up of vertical faults and bedding planes. Hydromechanical response of the reservoir was measured using six pressure–normal displacement sensors located on discontinuities and two surface tiltmeters. A dual hydraulic behavior was characterized for low-permeability bedding planes well connected to high-permeability faults. Displacement responses show high-variability, nonlinear changes, sometimes with high-frequency oscillations, and a large scattering of magnitudes. Initial normal stiffnesses and effective normal stresses along fault planes were estimated in the field by interpreting pressure–normal displacement relations with a nonlinear function between effective normal stress and normal displacement. Two-dimensional discontinuum modeling with transient fluid flow was performed to fit measurements during hydraulic loading tests. Results show that the hydromechanical behavior of the reservoir is restored if a high stiffness contrast is allocated between low- and high-permeability discontinuities. Thus, a dual-permeability network of discontinuities will likely also be a contrasting stiffness network, in which the deformation of major flow-conducting discontinuities is significantly influenced by the stiffness of the surrounding less-permeable discontinuities. |
Author | Cappa, F. Fénart, P. Thoraval, A. Merrien-Soukatchoff, V. Guglielmi, Y. |
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Keywords | In situ measurements Fractured rocks Permeability Hydromechanical coupling Mechanical Discontinuity Sensitivity analysis Rock mechanics Reservoir rock In situ Experimental study Rock mass Modeling Carbonate rock Experimental result Numerical analysis Hydrogeology Hydromechanics Analytical method Jointed rock |
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SubjectTerms | Applied sciences Buildings. Public works Exact sciences and technology Fractured rocks Geotechnics Hydromechanical coupling In situ measurements Mechanical Permeability Soil mechanics. Rocks mechanics |
Title | Hydromechanical interactions in a fractured carbonate reservoir inferred from hydraulic and mechanical measurements |
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