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Estimation of groundwater inflow into an underground oil storage facility in granite

  • Wang, Zhechao (Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University) ;
  • Kwon, Sangki (Department of Energy Resources Engineering, Inha University) ;
  • Qiao, Liping (Key Laboratory of Ministry of Education on Safe Mining of Deep Metal Mines, Northeastern University) ;
  • Bi, Liping (Geotechnical and Structural Engineering Research Center, Shandong University) ;
  • Yu, Liyuan (State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining & Technology)
  • Received : 2016.07.01
  • Accepted : 2017.01.25
  • Published : 2017.06.25

Abstract

Estimation of groundwater inflow into underground opening is of critical importance for the design and construction of underground structures. Groundwater inflow into a pilot underground storage facility in China was estimated using analytical equations, numerical modeling and field measurement. The applicability of analytical and numerical methods was examined by comparing the estimated and measured results. Field geological investigation indicated that in local scale the high groundwater inflows are associated with the appearance of open joints, fractured zone or dykes induced by shear and/or tensile tectonic stresses. It was found that 8 groundwater inflow spots with high inflow rates account for about 82% of the total rate for the 9 caverns. On the prediction of the magnitude of groundwater inflow rate, it was found that could both (Finite Element Method) FEM and (Discrete Element Method) DEM perform better than analytical equations, due to the fact that in analytical equations simplified assumptions were adopted. However, on the prediction of the spatial distribution estimation of groundwater inflow, both analytical and numerical methods failed to predict at the present state. Nevertheless, numerical simulations would prevail over analytical methods to predict the distribution if more details in the simulations were taken into consideration.

Keywords

References

  1. ABAQUS Inc. (2006), ABAQUS manual, Version 6.6.
  2. Barton, N. and Choubey, V. (1977), "The shear strength of rock joints in theory and practice", Rock Mech., 10(1), 1-54 https://doi.org/10.1007/BF01261801
  3. Barton, N., Bandis, S. and Bakhtar, K. (1985), "Strength, deformation and conductivity coupling of rock joints", Int. J. Rock Mech. Min. Sci. & Geomech. Abs., 22(3), 121-140. https://doi.org/10.1016/0148-9062(85)93227-9
  4. Cesano, D., Olofsson, B. and Bagtzoglou, A.C. (2000), "Parameters regulating groundwater inflows into hard rock tunnels - a statistical study of the Bolmen tunnel in Southern Sweden", Tunn. Undergr. Sp. Tech., 15(2), 153-165. https://doi.org/10.1016/S0886-7798(00)00043-2
  5. Cesano, D., Bagtzoglou, A.C. and Olofsson, B. (2003), "Quantifying fractured rock hydraulic heterogeneity and groundwater inflow prediction in underground excavations: The heterogeneity index", Tunn. Undergr. Sp. Tech., 18(1), 19-34. https://doi.org/10.1016/S0886-7798(02)00098-6
  6. Coli, N., Pranzini, G., Alfi, A. and Boerio, V. (2008), "Evaluation of rock-mass permeability tensor and prediction of tunnel inflows by means of geostructural surveys and finite element seepage analysis", Eng. Geo., 101(3), 174-184. https://doi.org/10.1016/j.enggeo.2008.05.002
  7. El Tani, M. (2003), "Circular tunnel in a semi-infinite aquifer", Tunn. Undergr. Sp. Tech., 18(1), 49-55. https://doi.org/10.1016/S0886-7798(02)00102-5
  8. Fernandez, G. and Moon, J. (2010a), "Excavation-induced hydraulic conductivity reduction around a tunnel - Part 1: Guideline for estimate of ground water inflow rate", Tunn. Undergr. Sp. Tech., 25(5), 560-566. https://doi.org/10.1016/j.tust.2010.03.006
  9. Fernandez, G. and Moon, J. (2010b), "Excavation-induced hydraulic conductivity reduction around a tunnel - Part 2: Verification of proposed method using numerical modeling", Tunn. Undergr. Sp. Tech., 25(5), 567-574. https://doi.org/10.1016/j.tust.2010.04.001
  10. Harr, M.E. (1962), Groundwater and Seepage, Dover Publications, New York, NY, USA.
  11. Harrison, J.P. and Hudson, J.A. (2000), Engineering rock mechanics. Part 2: Illustrative workable examples, Pergamon, Oxford, UK.
  12. Itasca Inc. (2000), Universal Distinct Element Code User's Guide, Version 3.1, Minneapolis, MN, USA.
  13. Jing, L. (2003), "A review of techniques, advances and outstanding issues in numerical modelling for rock mechanics and rock engineering", Int. J. Rock Mech. Min. Sci., 40(3), 283-353. https://doi.org/10.1016/S1365-1609(03)00013-3
  14. Kolymbas, D. and Wagner, P. (2007), "Groundwater ingress to tunnels - The exact analytical solution", Tunn. Undergr. Sp. Tech., 22(1), 23-27. https://doi.org/10.1016/j.tust.2006.02.001
  15. Li, S., Wang, Z., Ping, Y., Zhou, Y. and Zhang, L. (2014), "Discrete element analysis of hydro-mechanical behavior of a pilot underground crude oil storage facility in granite in China", Tun. Undergr. Sp. Tech., 40, 75-84. https://doi.org/10.1016/j.tust.2013.09.010
  16. Liu, R., Jiang, Y., Li, B. and Wang, X. (2015), "A fractal model for characterizing fluid flow in fractured rock masses based on randomly distributed rock fracture networks", Comput. Geotech., 65, 45-55. https://doi.org/10.1016/j.compgeo.2014.11.004
  17. Liu, R., Li, B., Jiang, Y. and Huang, N. (2016a), "Review: Mathematical expressions for estimating equivalent permeability of rock fracture networks", Hydrogeo. J., 24(7), 1623-1649. https://doi.org/10.1007/s10040-016-1441-8
  18. Liu, R., Yu, L. and Jiang, Y. (2016b), "Fractal analysis of directional permeability of gas shale fracture networks: A numerical study", J. Nat. Gas Sci. Eng., 33, 1330-1341. https://doi.org/10.1016/j.jngse.2016.05.043
  19. Liu, R., Li, B. and Jiang, Y. (2016c), "A fractal model based on a new governing equation of fluid flow in fractures for characterizing hydraulic properties of rock fracture networks", Compu. Geotech., 75, 57-68. https://doi.org/10.1016/j.compgeo.2016.01.025
  20. Lv, B. and Li, Y. (2016), Integrated Innovations of Key Technology for Construction of Large-Scale Crude-Oil Reserve Underground Water-Curtaining Caverns Project, China Petrochemical Press, Beijing, China.
  21. Marechal, J-C., Lanini, S., Aunay, B. and Perrochet, P. (2014), "Analytical solution for modeling discharge into a tunnel drilled in a heterogeneous unconfined aquifer", Groundwater, 52(4), 597-605. https://doi.org/10.1111/gwat.12087
  22. Mas Ivars, D. (2006), "Water inflow into excavations in fractured rock - A three-dimensional hydromechanical numerical study", Int. J. Rock Mech. Min. Sci., 43(5), 705-725. https://doi.org/10.1016/j.ijrmms.2005.11.009
  23. Molinero, J., Samper, J. and Juanes, R. (2002), "Numerical modeling of the transient hydrogeological response produced by tunnel construction in fractured bedrocks", Eng. Geo., 64(4), 369-386. https://doi.org/10.1016/S0013-7952(01)00099-0
  24. Moon, J. and Fernandez, G. (2010), "Effect of excavation-induced groundwater level drawdown on tunnel inflow in a jointed rock mass", Eng. Geo., 110(3), 33-42. https://doi.org/10.1016/j.enggeo.2009.09.002
  25. Park, K., Owatsiriwong, A. and Lee, J. (2008), "Analytical solution for steady-state groundwater inflow into a drained circular tunnel in a semi-infinite aquifer: A revisit", Tunn. Undergr. Sp. Tech., 23(2), 206-209. https://doi.org/10.1016/j.tust.2007.02.004
  26. Perello, P., Baietto, A., Burger, U. and Skuk, S. (2014), "Excavation of the Aica-Mules pilot tunnel for the Brenner base tunnel: Information gained on water inflows in tunnels in granitic massifs", Rock Mech. Rock Eng., 47(3), 1049-1071. https://doi.org/10.1007/s00603-013-0480-x
  27. Perrochet, P. and Dematteis, A. (2007), "Modeling transient discharge into a tunnel drilled in a heterogeneous formation", Ground Water, 45(6), 786-790. https://doi.org/10.1111/j.1745-6584.2007.00355.x
  28. Wang, Z., Li, S., Lv, X. and Xue, Y. (2011), "Parameter sensitivity of rock mass integrity for a pilot underground crude oil storage caverns during construction phase", Rock Soil Mech., 32(2), 488-495. [In Chinese]
  29. Wang, Z., Li, S., Qiao, L., Ping, Y., Zhang, L. and Jiang, Y. (2013), "Assessment of natural containment properties of an underground crude oil storage cavern using fluid flow-stress coupling method", Chin. J. Geotech. Eng., 35(8), 1535-1543. [In Chinese]
  30. Wang, Z., Li, S., Qiao, L. and Zhang, Q. (2015a), "Finite element analysis of the hydro-mechanical behavior of an underground crude oil storage facility in granite subject to cyclic loading during operation", Int. J. Rock Mech. Min. Sci., 73, 70-81.
  31. Wang, Z., Li, S. and Qiao, L. (2015b), "Assessment of hydro-mechanical behavior of a granite rock mass for a pilot underground crude oil storage facility in China", Rock Mech. Rock Eng., 48(6), 2459-2472. https://doi.org/10.1007/s00603-015-0715-0
  32. Wang, Z., Li, S. and Qiao, L. (2015c), "Design and test aspects of the water curtain system for a pilot underground oil storage caverns in China", Tunn. Undergr. Sp. Tech., 48, 20-34. https://doi.org/10.1016/j.tust.2015.01.009
  33. Witherspoon, P.A., Wang, J.S.Y., Iawi, K. and Gale, J.E. (1980), "Validity of cubic law for fluid flow in a deformable rock fracture", Water Res. Res., 16(6), 1016-1024. https://doi.org/10.1029/WR016i006p01016
  34. Zarei, H.R., Uromeihy, A. and Sharifzadeh, M. (2011), "Evaluation of high local groundwater inflow to a rock tunnel by characterization of geological features", Tunn. Undergr. Sp. Tech., 26(2), 364-373. https://doi.org/10.1016/j.tust.2010.11.007

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