SUPRPUMP: An Interactive Program for Well Test Analysis and Design

Abstract. We have developed a program which aids in the design and analysis of pumping tests and slug tests. In design mode, the program emphasizes calculation and plotting of the sensitivities of drawdown (or head) to well function parameters. In analysis mode, the program can analyze a given set of experimental data. For pumping tests, the program allows multiple observation wells and multiple variable-rate pumping wells. The program is written in a modular fashion, allowing easy addition of well functions to the currently existing library. An example based on a hypothetical pumping test illustrates the utility of sensitivity analysis for well test design.

[1]  M. S. Hantush Modification of the theory of leaky aquifers , 1960 .

[2]  Clifford I. Voss,et al.  Further comments on sensitivities, parameter estimation, and sampling design in one-dimensional analysis of solute transport in porous media , 1988 .

[3]  Clifford I. Voss,et al.  Multiobjective sampling design for parameter estimation and model discrimination in groundwater solute transport , 1989 .

[4]  Carl D. McElwee,et al.  Theis Parameter Evaluation from Pumping Tests by Sensitivity Analysis , 1980 .

[5]  C. E. Jacob,et al.  Non-steady radial flow in an infinite leaky aquifer , 1955 .

[6]  Joel Massmann,et al.  Hydrogeological Decision Analysis: 1. A Framework , 1990 .

[7]  R. C. St. John,et al.  D-Optimality for Regression Designs: A Review , 1975 .

[8]  Clifford I. Voss,et al.  Discrimination among one‐dimensional models of solute transport in porous media: Implications for sampling design , 1988 .

[9]  C. Voss,et al.  Behavior of sensitivities in the one-dimensional advection-dispersion equation: Implications for parameter estimation and sampling design , 1987 .

[10]  Aquifer‐Parameter Evaluation from Variable‐Rate Pumping Tests Using Convolution and Sensitivity Analysis , 1985 .

[11]  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 .

[12]  J. D. Bredehoeft,et al.  Response of a finite-diameter well to an instantaneous charge of water. Paper No. H-21 , 1966 .