Impact of fracture coatings on fracture/matrix flow interactions in unsaturated, porous media

Groundwater flow in unsaturated, fractured rock is often assumed to be dominated by the porous matrix component. This is frequently the result of reasoning that water flowing in the fractures is rapidly imbibed into the rock matrix by capillary suction forces with negligible resistance to uptake at the fracture/matrix interface. However, the existence of a low-permeability mineralized layer or coating at this interface may substantially reduce matrix imbibition and could consequently result in fracture-dominated flow. To test this idea, four tuff samples containing natural fractures were obtained from tuff formations in southern Nevada. By performing imbibition experiments into the matrix rock, across a mineralized fracture face and then across a fresh uncoated fracture face, water uptake as a function of time and coating was measured. A model combining Darcy's law and the Washburn equation has been used to describe the imbibition behavior. Before testing the tuff samples, the experimental technique and imbibition model were first tested using ordered sphere packings with known pore size and structure. From the tuff imbibition data, the ratio of the permeability through the mineralized face to the permeability through the uncoated face was found to be 0.3 (relatively little effect of the mineralized layer) for two samples, 0.01 for one sample, and 10−7 (uptake strongly restricted by the mineralized layer) for one sample. Using a simple fracture flow model and the imbibition model mentioned above to simulate matrix uptake from the fracture, numerical simulations indicate that the existence of fracture coatings could significantly decrease the travel time and increase the travel depth of water flowing through fractures.

[1]  G. Bodvarsson,et al.  Combined analytical/numerical approaches to solving fluid flow problems in the unsaturated zone at Yucca Mountain , 1990 .

[2]  Douglas M. Smith,et al.  Surface roughness effects on Knudsen diffusion , 1989 .

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

[4]  N. Bixler NORIA - a finite element computer program for analyzing water, vapor, air, and energy transport in porous media , 1985 .

[5]  W. Stöber,et al.  Controlled growth of monodisperse silica spheres in the micron size range , 1968 .

[6]  F. Dullien Porous Media: Fluid Transport and Pore Structure , 1979 .

[7]  Tierney,et al.  Preliminary estimates of groundwater travel time and radionuclide transport at the Yucca Mountain repository site , 1986 .

[8]  T. N. Narasimhan,et al.  Hydrologic mechanisms governing partially saturated fluid flow in fractured welded units and porous non-welded units at Yucca Mountain , 1986 .

[9]  Benjamin Ross A conceptual model of deep unsaturated zones with negligible recharge , 1984 .

[10]  T. N. Narasimhan,et al.  Hydrologic Mechanisms Governing Fluid Flow in a Partially Saturated, Fractured, Porous Medium , 1985 .

[11]  P. M. Heertjes,et al.  Capillary rise in porous media. Part II: secondary phenomena , 1977 .

[12]  J. Nitao,et al.  Infiltration of a Liquid Front in an Unsaturated, Fractured Porous Medium , 1989 .

[13]  P. M. Heertjes,et al.  Capillary rise in porous media , 1975, Nature.

[14]  G. Heiken,et al.  Mineralogy and petrology of tuff units from a UE25a-1 drill site, Yucca Mountain, Nevada , 1979 .

[15]  J. Szekely,et al.  The rate of capillary penetration and the applicability of the washburn equation , 1971 .

[16]  Chin-Fu Tsang,et al.  Flow channeling in a single fracture as a two‐dimensional strongly heterogeneous permeable medium , 1989 .

[17]  D. Smiles,et al.  Absorption of Water by Soil: The Effect of a Surface Crust1 , 1982 .

[18]  B. Carlos Minerals in fractures of the saturated zone from drill core USW G-4, Yucca Mountain, Nye County, Nevada , 1987 .

[19]  P. M. Heertjes,et al.  Capillary rise in porous media. Part I. a problem , 1977 .

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

[21]  Tierney,et al.  Total System Performance Assessment Code (TOSPAC): Volume 1, Physical and mathematical bases: Yucca Mountain Project , 1988 .

[22]  R. W. Zimmerman,et al.  Semi-analytical solutions for flow problems in unsaturated porous media , 1989 .

[23]  R. R. Eaton,et al.  LLUVIA: A program for one-dimensional, steady-state flow through partially saturated porous media , 1990 .

[24]  W. E. Wilson,et al.  Conceptual hydrologic model of flow in the unsaturated zone, Yucca Mountain, Nevada , 1984 .

[25]  Allen F. Moench,et al.  Double‐Porosity Models for a Fissured Groundwater Reservoir With Fracture Skin , 1984 .

[26]  M. P. Chornack,et al.  Stratigraphic and structural characteristics of volcanic rocks in core hole USW G-4, Yucca Mountain, Nye County, Nevada , 1984 .