Laboratory measurement of capillary pressure‐saturation relationships in a rock fracture

A laboratory technique has been developed to measure the hysteretic relationship between capillary pressure and fluid saturation for a rough-walled rock fracture under different states of normal stress. The technique incorporates a loading system and a uniquely designed capillary barrier to the nonwetting phase which allows for fracture closure and provides excellent hydraulic connection of the wetting phase in the fracture with external pressure control. The method is applied to a single, rough-walled fracture in limestone using oil and water as the nonwetting and wetting phase, respectively. The measured capillary pressure curves were found to be well represented by a Brooks-Corey porous media capillary pressure function. A distinct entry pressure, giving rise to initial nonwetting phase invasion, was observed in each test. It was found that the inferred aperture distributions became less skewed with increased normal load. These aperture distributions were inferred using one of three conceptual models presented for nonwetting phase invasion of a rough-walled fracture under conditions of main drainage.

[1]  Bernard H. Kueper,et al.  Leakage of dense, nonaqueous phase liquids from waste impoundments constructed in fractured rock and clay: theory and case history , 1992 .

[2]  R. H. Brooks,et al.  Soil Hydraulic Properties from Infiltration Tests , 1975 .

[3]  Chin-Fu Tsang,et al.  Channel model of flow through fractured media , 1987 .

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

[5]  Y. Mualem A New Model for Predicting the Hydraulic Conductivity , 1976 .

[6]  A. Firoozabadi,et al.  Laboratory Studies of Capillary Interaction in Fracture/Matrix Systems , 1990 .

[7]  E. J. Gumbel,et al.  Statistics of Extremes. , 1960 .

[8]  Y. Tsang,et al.  On Two-Phase Relative Permeability and Capillary Pressure of Rough-Walled Rock Fractures , 1989 .

[9]  E. A. Klavetter,et al.  A continuum model for water movement in an unsaturated fractured rock mass , 1988 .

[10]  Van Genuchten,et al.  A closed-form equation for predicting the hydraulic conductivity of unsaturated soils , 1980 .

[11]  J. Gale,et al.  Comparison of coupled fracture deformation and fluid flow models with direct measurements of fracture pore structure and stress-flow properties , 1987 .

[12]  John A. Cherry,et al.  Groundwater contamination: pump-and-treat remediation , 1989 .

[13]  T. V. Golf-Racht,et al.  Gas gravity drainage in fractured reservoirs through new dual-continuum approach , 1989 .

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

[15]  T. Narasimhan,et al.  Hydrologic mechanisms governing fluid flow in partially saturated, fractured, porous tuff at Yucca Mountain , 1984 .

[16]  Abbas Firoozabadi,et al.  Capillary Pressure in Fractured Porous Media (includes associated papers 21892 and 22212 ) , 1990 .

[17]  B. L. Beckner,et al.  Some Important Considerations in the Simulation of Naturally Fractured Reservoirs , 1991 .

[18]  D. Evans,et al.  Laboratory Studies of Gas Flow Through a Single Natural Fracture , 1986 .

[19]  Sylvie Gentier,et al.  Morphologie et comportement hydromécanique d'une fracture naturelle dans un granite sous contrainte normale : étude expérimentale et théorique , 1986 .

[20]  David B. McWhorter,et al.  The Behavior of Dense, Nonaqueous Phase Liquids in Fractured Clay and Rock , 1991 .

[21]  Stephen R. Brown,et al.  Correlation between the surfaces of natural rock joints , 1986 .