A Simple Model for Deviations from the Cubic Law for a Fracture Undergoing Dilation or Closure

Abstract — Experimental observations show that flow through a fracture decreases more rapidly than the cube of the mean aperture (Cook, 1992). In order to provide a possible explanation of these experimental findings, we study creeping flow through a fracture of varying aperture that is symmetric about its midplane, using the power series of the stream function obtained by Van Dyke (1987) for low Reynolds numbers. For the case of sinusoidally-varying walls, a simple expression relating the effective hydraulic aperture of the channel to the mean aperture and to the amplitude and wavelength of the sinusoidal wall profiles is obtained. Comparison is made to previous studies (Kitanidis and Dykaar, 1997) and to finite element calculations, and good agreement is obtained. The effect of fracture closure is then modelled as a decrease of the mean aperture without a change in the roughness. A power law relationship can be obtained between the flowrate and the mean aperture, with an exponent as high as 10, thus providing a potential mechanistic explanation of the experimental findings of Pyrak-Nolte et al. (1987).

[1]  P. Raats,et al.  Dynamics of Fluids in Porous Media , 1973 .

[2]  P. A. Witherspoon,et al.  Hydraulic And Mechanical Properties of Natural Fractures In Low Permeability Rock , 1987 .

[3]  Harihar Rajaram,et al.  Saturated flow in a single fracture: evaluation of the Reynolds Equation in measured aperture fields , 1999 .

[4]  L. J. Pyrak-Nolte,et al.  The fractal geometry of flow paths in natural fractures in rock and the approach to percolation , 1989 .

[5]  Stephen R. Brown,et al.  Applicability of the Reynolds Equation for modeling fluid flow between rough surfaces , 1995 .

[6]  Jean Schmittbuhl,et al.  Flow enhancement of a rough fracture , 2000 .

[7]  Damien Vandembroucq,et al.  Conformal Mapping on Rough Boundaries I: Applications to harmonic problems , 1997 .

[8]  Stephen R. Brown,et al.  Fluid flow through rock joints: The effect of surface roughness , 1987 .

[9]  Gudmundur S. Bodvarsson,et al.  Hydraulic conductivity of rock fractures , 1996 .

[10]  David D. Nolte,et al.  The Fractal Geometry of Flow Paths in Natural Fractures in Rock and the Approach to Percolation , 1989 .

[11]  J. Gudmundsson,et al.  High-velocity flow in a rough fracture , 1999, Journal of Fluid Mechanics.

[12]  Neville G. W. Cook,et al.  Natural joints in rock: Mechanical, hydraulic and seismic behaviour and properties under normal stress , 1992 .

[13]  Yves Bernabé,et al.  The hydraulic conductance of a capillary with a sinusoidally varying cross‐section , 2000 .

[14]  Assaf P. Oron,et al.  Flow in rock fractures: The local cubic law assumption reexamined , 1998 .

[15]  J. S. Y. Wang,et al.  Validity of cubic law for fluid flow in a deformable rock fracture. Technical information report No. 23 , 1979 .

[16]  Peter K. Kitanidis,et al.  Stokes Flow in a Slowly Varying Two-Dimensional Periodic Pore , 1997 .

[17]  Pierre M. Adler,et al.  Permeability of a Single Fracture; Validity of the Reynolds Equation , 1995 .

[18]  Robert W. Zimmerman,et al.  Effect of shear displacement on the aperture and permeability of a rock fracture , 1998 .

[19]  J. Bear Dynamics of Fluids in Porous Media , 1975 .

[20]  Brian P. Bonner,et al.  Self‐propping and fluid flow in slightly offset joints at high effective pressures , 1994 .

[21]  H. Schlichting Boundary Layer Theory , 1955 .

[22]  M. V. Dyke,et al.  Slow variations in continuum mechanics , 1987 .

[23]  K. Raven,et al.  Interpretation of field tracer tests of a single fracture using a transient solute storage model , 1988 .

[24]  E. Hasegawa,et al.  On Steady Flow through a Channel Consisting of an Uneven Wall and a Plane Wall : Part 1. Case of No Relative Motion in Two Walls , 1983 .

[25]  Stephen R. Brown,et al.  Effective media theory with spatial correlation for flow in a fracture , 1997 .

[26]  P. A. Witherspoon,et al.  Hydromechanical behavior of a deformable rock fracture subject to normal stress , 1981 .

[27]  Gudmundur S. Bodvarsson,et al.  Lubrication theory analysis of the permeability of rough-walled fractures , 1991 .

[28]  Stephen E. Silliman,et al.  An interpretation of the difference between aperture estimates derived from hydraulic and tracer tests in a single fracture , 1989 .

[29]  Jean Schmittbuhl,et al.  Geometrical heterogeneities and permeability anisotropy of rough fractures , 2001 .

[30]  C. Pozrikidis Boundary Integral and Singularity Methods for Linearized Viscous Flow: Index , 1992 .

[31]  C. Pozrikidis,et al.  Boundary Integral and Singularity Methods for Linearized Viscous Flow: Preface , 1992 .