A Numerical Study on the Relationship Between Transmissivity and Specific Capacity in Heterogeneous Aquifers

Specific capacity (Q/s) data are usually much more abundant than transmissivity (T) data. Theories which assume uniform transmissivity predict a nearly linear relationship between T and Q/s. However, linear dependence is seldom observed in field studies. Since hydrogeologic studies usually require T data, many hydrogeologists use linear regression analysis of T versus Q/s data to estimate T values where only Q/s data are available. In this paper we use numerical models to investigate the effects of aquifer heterogeneity on the relationship between Q/s and T estimates. The simulations of hydraulic tests in heterogeneous media show that estimates of T derived using Jacob's method tend to their late-time effective value much faster than Q/s values. The latter are found to be more dependent upon local transmissivities near the well. This explains why the regression parameters for T versus Q/s data depend on heterogeneity and the‘lateness’of the test period analyzed. Since this effect is more marked in high T zones than in low T zones, we conclude that natural aquifer heterogeneity can explain the convex deviation from linearity often observed in the field. A further result is that the geometric mean of T estimates, obtained from short and intermediate time pumping tests, seems to systematically underestimate effective T (Teff) of heterogeneous aquifers. In the studied simulation cases, the median of the T values or the arithmetic mean yield better estimates for Teff.

[1]  J. Carrera,et al.  A discussion of scale effects on hydraulic conductivity at a granitic site (El Berrocal, Spain) , 1995 .

[2]  Steven M. Gorelick,et al.  Effective groundwater model parameter values: Influence of spatial variability of hydraulic conductivity, leakance, and recharge , 1989 .

[3]  R. Mace Determination of Transmissivity from Specific Capacity Tests in a Karst Aquifer , 1997 .

[4]  S. P. Neuman,et al.  Prediction of steady state flow in nonuniform geologic media by conditional moments: Exact nonlocal , 1993 .

[5]  Jesús Carrera,et al.  Using linear approximations to rank realizations in groundwater modeling: Application to worst case selection , 1994 .

[6]  S. P. Neuman,et al.  Generalized scaling of permeabilities: Validation and effect of support scale , 1994 .

[7]  James J. Butler,et al.  The Role of Pumping Tests in Site Characterization: Some Theoretical Considerations , 1990 .

[8]  D. Steffey,et al.  The Use of Specific Capacity to Assess Transmissivity in Fractured‐Rock Aquifers , 1992 .

[9]  D. Banks Estimation Of Apparent Transmissivity From Capacity Testing Of Boreholes In Bedrock Aquifers , 1992 .

[10]  James J. Butler,et al.  Relationship Between Pumping‐Test and Slug‐Test Parameters: Scale Effect or Artifact? , 1998 .

[11]  G. Marsily,et al.  Comparison of geostatistical methods for estimating transmissivity using data on transmissivity and specific capacity , 1987 .

[12]  D. Cherkauer,et al.  Scale Dependency of Hydraulic Conductivity Measurements , 1995 .

[13]  A. El-Naqa Estimation of transmissivity from specific capacity data in fractured carbonate rock aquifer, central Jordan , 1994 .

[14]  R. Beckie,et al.  A numerical method to characterize the averaging process invoked by a slug test , 1994 .

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

[16]  S. Sayed,et al.  Relationships Among Hydraulic Characteristics Of The Dammam Aquifer And Wells In Kuwait , 1995 .

[17]  C. E. Jacob,et al.  A generalized graphical method for evaluating formation constants and summarizing well‐field history , 1946 .

[18]  J. Gómez-Hernández,et al.  Joint Sequential Simulation of MultiGaussian Fields , 1993 .

[19]  S. P. Neuman,et al.  Effects of kriging and inverse modeling on conditional simulation of the Avra Valley Aquifer in southern Arizona , 1982 .

[20]  X. Sanchez‐Vila,et al.  An evaluation of Jacob's Method for the interpretation of pumping tests in heterogeneous formations , 1998 .

[21]  C. V. Theis The relation between the lowering of the Piezometric surface and the rate and duration of discharge of a well using ground‐water storage , 1935 .

[22]  D. Schulze-Makuch,et al.  Method developed for extrapolating scale behavior , 1997 .

[23]  Jesús Carrera,et al.  Scale effects in transmissivity , 1996 .

[24]  Miguel A. Mariño,et al.  Cokriging of aquifer transmissivities from field measurements of transmissivity and specific capacity , 1984 .

[25]  David Huntley,et al.  Cokriging Limited Transmissivity Data Using Widely Sampled Specific Capacity from Pump Tests in an Alluvial Aquifer , 1996 .

[26]  P. Fabbri Transmissivity in the Geothermal Euganean Basin: A Geostatistical Analysis , 1997 .

[27]  D. Huntley,et al.  Assessing Transmissivity from Specific Capacity in a Large and Heterogeneous Alluvial Aquifer , 1991 .

[28]  P. Indelman,et al.  Nonlocal properties of nonuniform averaged flows in heterogeneous media , 1994 .