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Generalization of Darcy’s Law: Non-Darcian Liquid Flow in Low-Permeability Media

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Fluid Flow in the Subsurface

Part of the book series: Theory and Applications of Transport in Porous Media ((TATP,volume 28))

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Abstract

Darcy’s Law was discovered by Henry Darcy (1803–1858) based on experimental observations of steady-state water flow through sand columns. It states that water flux in saturated porous media is linearly proportional to hydraulic gradient. For low-permeability porous media, however, Darcy’s law is not adequate because of the strong fluid–solid interaction that results in non-linear flux-gradient relationships. This chapter presents a new phenomenological relationship between water flux and hydraulic gradient, or a generalized Darcy’s law. The traditional form of Darcy’s law and two other generalizations for low-permeability media, proposed by other researchers, are shown to be special cases of the generalization. The consistency between the generalization and experimental observations from different sources is demonstrated. The generalized Darcy’s law and its variations are used to attack several key technical issues facing the geoscience community, including the relative importance of diffusion in the excavation damaged zone for a shale repository of high-level nuclear waste, the accurate measurement of relative permeability for multiphase flow in a low-permeability porous medium, non-Darcian flow behavior during imbibition of fracturing fluids into a shale gas reservoir, and formation of the pressure seal in shale formations.

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References

  • Babour SL, Fredlund DG, Pufah DE (1991) The osmotic role in the behaviour of swelling clay soils. Proceedings of the NATO advanced research workshops, Korfu, Greece, 1–6 July 1991

    Google Scholar 

  • Barenblatt G, Gilman A (1987) A methmatical model of non-eqilibrium countercurrent capillary imbibition. Eng Phys J 52(3):46–461

    Article  Google Scholar 

  • Bear J (1979) Hydraulics of groundwater. McGraw-Hill Inc., New York

    Google Scholar 

  • Bianchi M, Liu HH, Birkholzer J (2013) Radionuclide transport behavior in a generic radioactive waste repository. Groundwater. doi:10.1111/gwat.12171

    Google Scholar 

  • Blecker RF (1970) Saturated flow of water through clay loam subsoil material of the Brolliat and Springerville soil series. Master Thesis, The University of Arizona

    Google Scholar 

  • Brown GO (2002) Henry Darcy and the making of a law. Water Resour Res. doi:10.1029/2001WR000727

    Google Scholar 

  • Bruce RR, Klute A (1956) The measurement of soil moisture diffusivity. Soil Sci Soc Am Proc 20:458–462

    Article  Google Scholar 

  • Brutsaert W (1982) Some exact solutions for nonlinear desorptive diffusion. J Appl Math Phys 33:540–546

    Article  Google Scholar 

  • BSC (2004) Analysis of hydrologic properties data. Report ANL-NBS-HS-000042, Yucca Mountain Project

    Google Scholar 

  • Chen X, Cao GX, Han AJ et al (2008) Nanoscale fluid transport: size and rate effects. Nano Lett 8(9):2988–2992

    Article  Google Scholar 

  • Cui YJ, Tang AM, Loiseau C et al (2008) Determining the unsaturated hydraulic conductivity of a compacted sand-bentonite mixture under constant-volume and free-swell conditions. Phys Chem Earth 33:S462–S471

    Article  Google Scholar 

  • Daniel H (1982) Introduction to soil physics. Academic Press, San Diego, CA

    Google Scholar 

  • Darcy H (1856) The public fountains of the city of Dijon. Dalmont, Paris

    Google Scholar 

  • Deming D (1994) Factors necessary to define a pressure seal. AAPG Bulletin 78(6):1005–1009

    Google Scholar 

  • Dubin B, Moulin G (1986) Influences of critical gradient on the consolidation of clay. In: Yong RN, Townsend FC (eds) Consolidation of soils: testing and evaluation. West Conshohocken, PA

    Google Scholar 

  • Dupuit AJEJ (1857) Essay on movement of water through permeable terrains. C R Hebdomadair Seanc Acad Sci (Paris) 45:92–96

    Google Scholar 

  • Evangelides C, Arampatzis G, Tzimopoulos C (2010) Estimation of soil moisture profile and diffusivity using simple laboratory procedures. Soil Sci 175(3):118–127

    Article  Google Scholar 

  • Farrow MR, Chremos A, Camp PJ et al (2011) Molecular simulations of kinetic-friction modification in nanoscale fluid layers. Tribol Lett 42:325–337

    Article  Google Scholar 

  • Freeze RA (1994) Henry Darcy and the fountains of Dijon. Groundwater 32(1):23–30

    Article  Google Scholar 

  • Guen SSL, Kovscek AR (2006) Nonequilibrium effects during spontaneous imbibition. Transp Porous Media 63:127–146

    Article  Google Scholar 

  • Hansbo S (1960) Consolidation of clay with special reference to influence of vertical sand drains, Swed Geotech Inst Proc 18, Stockholm

    Google Scholar 

  • Hansbo S (2001) Consolidation equation valid for both Darcian and non-Darcian flow. Geotechnique 51(1):51–54

    Article  Google Scholar 

  • He S, Liu H, Qin G (2015) Molecular dynamics simulation on modeling shale gas transport and storage mechanisms in complex nano-pore structure in organic matters. Paper SPE 178713 presented in the unconventional resources technology conference held in San Antonio, Texas, USA, 20–22 July 2015

    Google Scholar 

  • Hu QH, Ewing RP (2014) Integrated experimental and modeling approaches to studying the fracture-matrix interaction in gas recovery from Barnett shale. Report 09122-12, University of Texas at Arlington (Prepared for US Department of Energy)

    Google Scholar 

  • Hubbert MK (1940) The theory of groundwater motion. J Geol 48(8):758–944

    Article  Google Scholar 

  • Kang JB (2008) Membrane behaviour of clay liners. PhD Thesis, Colorado State University

    Google Scholar 

  • Liu HH (2014) Non-Darcian flow in low-permeability porous media: key issues related to geological disposal of high-level nuclear waste in shale formations. Hydrogeol J 22(7):1525–1534

    Article  Google Scholar 

  • Liu HH, Birkholzer J (2013) On the relationship between water flux and hydraulic gradient for unsaturated and saturated clay. J Hydrol 476:242–247

    Google Scholar 

  • Liu HH, Lai BT, Chen JH (2015) Unconventional spontaneous imbibition into shale matrix: theory and a methodology to determine relevant parameters. Transp Porous Med. doi:10.1007/s11242-015-0580-z

    Google Scholar 

  • Liu HH, Li LC, Birkholzer J (2012) Unsaturated properties for non-Darcian water flow in clay. J Hydrol 430–431:173–178

    Article  Google Scholar 

  • Liu HH, Zhang YQ, Zhou Q et al (2007) An interpretation of potential scale dependence of the effective matrix diffusion coefficient. J Contam Hydrol 90(1–2):41–57

    Article  Google Scholar 

  • Lutz JF, Kemper WD (1959) Intrinsic permeability of clay as effected by clay-water interaction. Soil Sci 88:83–90

    Article  Google Scholar 

  • Ma M, Shen L, Sheridan J, Liu Z et al (2010) Friction law for water flowing in carbon nanotubes. In: 2010 international conference on nanoscience and nanotechnology, Sydney, Australia, 20–22 Feb 2010

    Google Scholar 

  • Miller RJ, Low PF (1963) Threshold gradient for water flow in clay systems. Soil Sci Soc Am Proc 27(6):605–609

    Article  Google Scholar 

  • Narasimhan TN (2005) Hydrogeology in North America: past and future. Hydrogeol J 13:7–24

    Article  Google Scholar 

  • Philip JR (1995) Desperately seeking Darcy in Dijon. Soil Sci Soc Am J 59:319–324

    Article  Google Scholar 

  • Rangel-German ER, Kovscek AR (2002) Experimental and analytical study of multi-dimensional imbibition in fractured porous media. J Petrol Sci Eng 36(1–2):45–60

    Article  Google Scholar 

  • Roychaudhuri R, Tsotsis TT, Jessen K (2013) An experimental investigation of spontaneous imbibition in gas shales. J Petrol Sci Eng 111:87–97

    Article  Google Scholar 

  • Schmid KS, Geiger S (2012) Universal scaling of spontaneous imbibition for water-wet systems. Water Resour Res. doi:10.1029/2011WR011566

    Google Scholar 

  • Schmid KS, Geiger S (2013) Universal scaling of spontaneous imbibition for arbitrary petrophysical properties: water-wet and mixed-wet states and Handy’s conjecture. J Petrol Sci Eng 101:44–61

    Article  Google Scholar 

  • Silin D, Patzek T (2004) On Barenblatt’s model of spontaneous countercurrent imbibition. Transp Porous Media 54:297–322

    Article  Google Scholar 

  • Simmons CT (2008) Henry Darcy (1803–1858): immortalised by his scientific legacy. Hydrogeol J 16:1023–1038

    Article  Google Scholar 

  • Swartzendruber D (1961) Modification of Darcy’s law for the flow of water in soils. Soil Sci 93:22–29

    Article  Google Scholar 

  • Tremosa J, Gonçalvès J, Matray JM (2012) Natural conditions for more limited osmotic abnormal fluid pressures in sedimentary basins. Water Resour Res. doi:10.1029/2011WR010914

    Google Scholar 

  • Tsang CF, Barnichon JD, Birkholzer J et al (2012) Coupled thermo-hydro-mechanical processes in the near field of a high-level radioactive waste repository in clay formations. Int J Rock Mech Min Sci 49:31–44

    Article  Google Scholar 

  • van Genuchten M (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soil. Soil Sci Soc Am J 44(5):892–898

    Article  Google Scholar 

  • Wang XX, Yang ZM, Sun YP et al (2011) Experimental and theoretical investigation of nonlinear flow in low permeability reservoir. Procedia Environ Sci 11:1392–1399

    Article  Google Scholar 

  • Xu SL, Yue XA, Hou JR (2007) Experimental investigation on flow characteristics of deionized water in microtubes. Chin Sci Bull 52(6):849–854

    Article  Google Scholar 

  • Zheng L, Li L, Rutqvist J et al (2012) Modeling radionuclide transport in clays. Report FCRD-URD-2012-000128, Lawrence Berkeley National Laboratory

    Google Scholar 

  • Zhou QL, Birkholzer JT, Tsang CF (2008) A method for quick assessment of CO2 storage capacity in closed and semi-closed saline formations. Int J Greenh Gas Control 2(4):626–639

    Article  Google Scholar 

  • Zou Y (1996) A nonlinear permeability relation depending on the activation energy of pore liquid. Geotechnique 46(4):769–774

    Article  Google Scholar 

Download references

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Liu, HH. (2017). Generalization of Darcy’s Law: Non-Darcian Liquid Flow in Low-Permeability Media. In: Fluid Flow in the Subsurface. Theory and Applications of Transport in Porous Media, vol 28. Springer, Cham. https://doi.org/10.1007/978-3-319-43449-0_1

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