Scale Dependency of Hydraulic Conductivity Measurements

The hydraulic conductivity of five stratigraphic units in a carbonate aquifer has been measured with slug, pressure, and pumping tests, and with two calibrated digital models. The effective test radii range from less than one to greater than 10,000 meters. On log-log plots hydraulic conductivity increases approximately linearly with test radius to a range between 20 and 220 meters, but thereafter, it is constant with scale. The increase in magnitude of hydraulic conductivity is similar to scaling effects reported at seven additional sites in a variety of geologic media. Moreover, the increase in magnitude correlates with an increase in variance of log-hydraulic conductivity measured at successively greater separation distances. The rate of increase in both parameters, and particularly the range, have characteristic values for different pore systems. The larger ranges are consistently present in units with greater secondary porosity. Therefore, scaling effects provide a qualitative measure of the relative importance of secondary and primary permeability, and they can potentially be used to distinguish the dominant type of pore system.

[1]  Steven H. Wolf,et al.  Evaluation of Hydraulic Conductivities Calculated from Multiport‐Permeameter Measurements , 1991 .

[2]  David L. Freyberg,et al.  A natural gradient experiment on solute transport in a sand aquifer: 2. Spatial moments and the advection and dispersion of nonreactive tracers , 1986 .

[3]  Rajagopal Raghavan,et al.  The Effect of Wellbore Storage and Skin on Interference Test Data , 1981 .

[4]  Fletcher G. Driscoll,et al.  Groundwater and Wells , 1986 .

[5]  M. Celia,et al.  Large-scale natural gradient tracer test in sand and gravel, Cape Cod, Massachusetts, 2, Analysis of spatial moments for a nonreactive tracer , 1991 .

[6]  K. Rushton,et al.  The reliability of packer tests for estimating the hydraulic conductivity of aquifers , 1984, Quarterly Journal of Engineering Geology.

[7]  W. W. Wood,et al.  Large-Scale Natural Gradient Tracer Test in Sand and Gravel, , 1991 .

[8]  Michael A. Celia,et al.  Large-scale natural gradient tracer test in sand and gravel, Cape Cod, Massachusetts: 3. Hydraulic c , 1992 .

[9]  D. Freyberg,et al.  A natural gradient experiment on solute transport in a sand aquifer: 1. Approach and overview of plume movement , 1986 .

[10]  Michael Edward Hohn,et al.  An Introduction to Applied Geostatistics: by Edward H. Isaaks and R. Mohan Srivastava, 1989, Oxford University Press, New York, 561 p., ISBN 0-19-505012-6, ISBN 0-19-505013-4 (paperback), $55.00 cloth, $35.00 paper (US) , 1991 .

[11]  Harry R. Cedergren,et al.  Seepage, drainage, and flow nets , 1967 .

[12]  C. Keller,et al.  Fracture permeability and groundwater flow in clayey till near Saskatoon, Saskatchewan , 1986 .

[13]  C. Axness,et al.  Three‐dimensional stochastic analysis of macrodispersion in aquifers , 1983 .

[14]  John D. Bredehoeft,et al.  Regional flow in the Dakota aquifer; a study of the role of confining layers , 1983 .

[15]  C. Welty,et al.  A Critical Review of Data on Field-Scale Dispersion in Aquifers , 1992 .

[16]  Edward R. Rothschild,et al.  A COMPUTERIZED TECHNIQUE FOR ESTIMATING THE HYDRAULIC CONDUCTIVITY OF AQUIFERS FROM SPECIFIC CAPACITY DATA , 1985 .

[17]  G. Dagan Stochastic modeling of groundwater flow by unconditional and conditional probabilities: 2. The solute transport , 1982 .

[18]  G. Dagan Solute transport in heterogeneous porous formations , 1984, Journal of Fluid Mechanics.

[19]  D. Guyonnet,et al.  Evaluating the Volume of Porous Medium Investigated During Slug Tests , 1993 .

[20]  E. Sudicky A natural gradient experiment on solute transport in a sand aquifer: Spatial variability of hydraulic conductivity and its role in the dispersion process , 1986 .