Technical Notes
Apr 20, 2013

Full-Range Solution for the Theis Well Function

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 3

Abstract

Pumping tests are used to determine the transmissivities and storage coefficients of aquifers. For nonleaky aquifers, the solution reduces to the exponential integral, which is also called the Theis well function. It is beneficial to have a simple and handy approximation for the Theis well function. A simple (minimum number of terms) and reliable approximation that is efficient, yet sufficiently accurate, is preferable. This research provides a simple and accurate approximation to the Theis well function valid for all values of its arguments. The approximation is constructed by a combination of two solutions that are valid for small and large arguments. The approximation contains unknown coefficients, which are determined by using an optimization procedure. An accurate approximation to the well function should also be able to accurately compute the derivative of the well function. The proposed approximation minimizes errors in both the well function and its derivative. The maximum relative error in the proposed approximation and its derivative are less than 0.2% and 0.22%, respectively, making it useful for routine groundwater applications.

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References

Abramowitz, M., and Stegun, I. A. (1970). Handbook of mathematical functions, National Bureau of Standards, Washington, DC.
Allen, E. E. (1954). “Analytical approximations.” Math. Comput., 8(48), 240–241.
Barry, D. A., Parlange, J. Y., and Li, L. (2000). “Approximation for the exponential integral (Theis well function).” J. Hydrol., 227(1–4), 287–291.
Beyer, W. H. (1978). CRC Handbook of Mathematical Sciences, 5th Ed., CRC Press, West Palm Beach, FL.
Cody, W. J., and Thacher, H. C., Jr. (1968). “Rational Chebyshev approximations for the exponential integral E1 (x).” Math Comput., 22(103), 641–649.
Fitts, C. R. (2012). Groundwater science, Academic Press, Amsterdam.
Hamming, R. W. (1973). Numerical methods for scientists and engineers, McGraw-Hill, New York.
Morel-Seytoux, H. J., and Daly, C. J. (1975). “A discrete kernel generator for stream-aquifer studies.” Water Resour. Res., 11(2), 253–260.
Spiegel, M. R. (1968). Mathematical handbook of formulas and tables. Schaum’s outline series, McGraw-Hill, New York.
Srivastava, R. (1995). “Implications of using approximate expressions for well function.” J. Irrig. Drain. Eng., 459–462.
Srivastava, R., and Guzman-Guzman, A. (1998). “Practical approximation of the well function.” Groundwater, 36(5), 844–848.
Stegun, I. A., and Zucker, R. (1974). “Automatic computing methods for special functions, Part ll, the exponential integral En(x).” J. Res. Natl. Bur. Stand., 78B, 199–216.
Swamee, P. K., and Ojha, C. S. P. (1990). “Pump test analysis of confined aquifer.” J. Irrig. Drain. Eng., 99–106.
Theis, C. V. (1935). “The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using groundwater storage.” Trans. Am. Geophys. Union, 16(2), 519–524.
Tseng, P. H., and Lee, T. C. (1998). “Numerical evaluation of exponential integral: Theis well function approximation.” J. Hydrol., 205(1–2), 38–51.
Wolfram Alpha. (2013). 〈http://www.wolframalpha.com〉 (Apr. 4, 2013).

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 3March 2014
Pages: 649 - 653

History

Received: Aug 14, 2012
Accepted: Apr 18, 2013
Published online: Apr 20, 2013
Discussion open until: Sep 20, 2013
Published in print: Mar 1, 2014

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Authors

Affiliations

Ali R. Vatankhah [email protected]
Assistant Professor, Dept. of Irrigation and Reclamation Engineering, Univ. College of Agriculture and Natural Resources, Univ. of Tehran, P. O. Box 4111, Karaj 31587-77871, Iran. E-mail: [email protected]

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