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A methodology to estimate permeability in porous and fissured rock specimens at laboratory scale

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The correct management of underground works, petroleum and gas reservoirs and geothermal appli-cations relies on the hydromechanical behaviour of rock masses. We describe a laboratory approach to measuring permeability for different types of rock specimens. A laboratory system was designed and set up using rock mechanics equipment (a servo-controlled hydraulic press, a Hoek cell, a pump for injecting water and a scale for measuring the volume of water flow). To verify the validity of the permeability measurements, tests were carried out on a reference porous rock (Corvio sandstone), with results showing good agreement with those published in the literature. Tests were subsequently carried out on artificially fissured granite specimens with different joint patterns, submitted to various confinement stresses up to 20 MPa. Results showed good agreement with traditional Klinkenberg test results. Other tests done with artificially fissured specimens are described for demonstrative purposes.
Rocznik
Strony
821--833
Opis fizyczny
Bibliogr. 20 poz., fot., rys., wykr.
Twórcy
  • University of Vigo, Department of Natural Resources and Environmental Engineering, Spain
  • Repsol Technology Laboratory, Móstoles, Madrid, Spain
  • Repsol Technology Laboratory, Móstoles, Madrid, Spain
  • Repsol Technology Laboratory, Móstoles, Madrid, Spain
  • University of Vigo, Department of Natural Resources and Environmental Engineering, Spain
  • Visiting Scholar at Department of Geology and Geological Engineering, Colorado School of Mines, Golden, USA
Bibliografia
  • [1] R.L. Bates, J.A. Jackson, Glossary of Geology, 3rd ed. American Geol. Inst., Alexandria, Virginia, USA (1987).
  • [2] C.H. Lee, I. Farmer, Fluid flow in discontinuous rocks, Chapman & Hall, London (1993).
  • [3] M. Wierzbicki, P. Konečný, A. Kožušníková, Arch. Min. Sci. 59 (4), 1131-1140 (2014).
  • [4] National Research Council, Rock fractures and fluid flow: contemporary understanding and applications. National Academy Press, Washington DC (1996).
  • [5] J. Boussinesq, J. Math. Pure. App. Ser. 2 (13), 377-424 (1868).
  • [6] C. Louis, Imp. Coll. Sci. Techno. 90 pp (1969).
  • [7] J. Bear, Dynamics of Fluids in Porous Media, Elsevier, New York (1972).
  • [8] E. Hoek, J. Bray J, Rock slope engineering (2nd ed.). The Institution of Mining & Metallurgy, London, UK (1974).
  • [9] S.N. Davis, Porosity and permeability of natural materials. In: Flow through Porous Media (ed. R. de Weist) Academic Press, London, pp. 54-89 (1969).
  • [10] P.A. Witherspoon, J.S.Y. Wang, K. Iwai, J.E. Gale, Water Resour. Res. 16: 1016- 1024 (1980).
  • [11] V. Tzelepis, K.N. Moutsopoulos, J.N.E. Papaspyros, V.A. Tsihrintzis, J. of Hydrol. 521,108-118 (2015).
  • [12] L.R. Alejano, J. Arzúa, N. Bozorgzadeh, J.P. Harrison JP, Int. J. Rock. Mech. Min. Sci. 95, 87-103 (2017).
  • [13] J. Canal-Vila, I. Falcón-Suárez, V. Barrientos, J. Delgado-Martín, Macla (Rev. Soc. Esp. Miner.) ISSN 1885-7264, 17, 31-32 (2013).
  • [14] W. Wittke, Rock mechanics based on an anisotropic jointed rock model (AJRM). John Wiley & Sons. New Jersey (2014).
  • [15] J.M. Hernández, V. Pujalte, S. Robles, C. Martín-Closas C, Rev. Soc. Geol. Esp. 12, 377-396 (1999).
  • [16] Y. Bernabé, Geoph. 56, 436-446 (1991).
  • [17] G. Gustafson, Hydrogeology for rock engineers. BeFo. Stockholm (2012).
  • [18] J. Rutqvist, O. Stephansson, Hydrogeol. J. 11 (1), 7-40 (2003).
  • [19] S.C. Jones. Soc. Pet. Eng. J. 12 (5), 383-397 (1972).
  • [20] L.J. Klinkenberg, The permeability of porous media to liquids and gases. API Drilling and Production Practice, 200-213 (1941).
Uwagi
PL
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021)
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-5802f7de-0d01-4851-b78b-2ed367e5f8f1
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