Prediction of relative and absolute permeabilities for gas and water from soil water retention curves using a pore‐scale network model

Functional relationships for unsaturated flow in soils, including those between capillary pressure, saturation, and relative permeabilities, are often described using analytical models based on the bundle-of-tubes concept. These models are often limited by, for example, inherent difficulties in prediction of absolute permeabilities, and in incorporation of a discontinuous nonwetting phase. To overcome these difficulties, an alternative approach may be formulated using pore-scale network models. In this approach, the pore space of the network model is adjusted to match retention data, and absolute and relative permeabilities are then calculated. A new approach that allows more general assignments of pore sizes within the network model provides for greater flexibility to match measured data. This additional flexibility is especially important for simultaneous modeling of main imbibition and drainage branches. Through comparisons between the network model results, analytical model results, and measured data for a variety of both undisturbed and repacked soils, the network model is seen to match capillary pressure–saturation data nearly as well as the analytical model, to predict water phase relative permeabilities equally well, and to predict gas phase relative permeabilities significantly better than the analytical model. The network model also provides very good estimates for intrinsic permeability and thus for absolute permeabilities. Both the network model and the analytical model lost accuracy in predicting relative water permeabilities for soils characterized by a van Genuchten exponent n≲3. Overall, the computational results indicate that reliable predictions of both relative and absolute permeabilities are obtained with the network model when the model matches the capillary pressure–saturation data well. The results also indicate that measured imbibition data are crucial to good predictions of the complete hysteresis loop.

[1]  Joel Koplik,et al.  Creeping flow in two-dimensional networks , 1982, Journal of Fluid Mechanics.

[2]  Ulrich Fischer,et al.  Experimental and Numerical Investigation of Soil Vapor Extraction , 1996 .

[3]  U. Fischer,et al.  Modeling nonwetting-phase relative permeability accounting for a discontinuous nonwetting phase , 1997 .

[4]  M. Shinozuka,et al.  Digital simulation of random processes and its applications , 1972 .

[5]  D. Stonestrom,et al.  Air permeability and trapped‐air content in two soils , 1989 .

[6]  Michael A. Celia,et al.  Prediction of relative permeabilities for unconsolidated soils using pore‐scale network models , 1997 .

[7]  Michael A. Celia,et al.  Recent advances in pore scale models for multiphase flow in porous media , 1995 .

[8]  Steven L. Bryant,et al.  Network model evaluation of permeability and spatial correlation in a real random sphere packing , 1993 .

[9]  Jack C. Parker,et al.  A parametric model for constitutive properties governing multiphase flow in porous media , 1987 .

[10]  W. Durner Hydraulic conductivity estimation for soils with heterogeneous pore structure , 1994 .

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

[12]  Michael A. Celia,et al.  A Functional Relationship Between Capillary Pressure, Saturation, and Interfacial Area as Revealed by a Pore‐Scale Network Model , 1996 .

[13]  R. Ababou,et al.  Implementation of the three‐dimensional turning bands random field generator , 1989 .

[14]  G. R. Jerauld,et al.  The effect of pore-structure on hysteresis in relative permeability and capillary pressure: Pore-level modeling , 1990 .

[15]  O. Dury Organic pollutants in unsaturated soils: effect of butanol as a model contaminant on phase saturation and flow characteristics of a quartz sand packing , 1997 .

[16]  John C. Slattery,et al.  Three‐dimensional, randomized, network model for two‐phase flow through porous media , 1982 .

[17]  Scher,et al.  Simulation and theory of two-phase flow in porous media. , 1992, Physical review. A, Atomic, molecular, and optical physics.

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

[19]  N. T. Burdine Relative Permeability Calculations From Pore Size Distribution Data , 1953 .

[20]  Bryant,et al.  Prediction of relative permeability in simple porous media. , 1992, Physical review. A, Atomic, molecular, and optical physics.

[21]  I. Chatzis,et al.  NETWORK SIMULATION OF RELATIVE PERMEABILITY CURVES USING A BOND CORRELATED-SITE PERCOLATION MODEL OF PORE STRUCTURE , 1988 .