TECHNICAL PAPERS
Jul 15, 2002

Aquifer Boundaries and Parameter Identification Simplified

Publication: Journal of Hydraulic Engineering
Volume 128, Issue 8

Abstract

A simple method is proposed for simultaneous and explicit identification of confined aquifer parameters and boundaries from drawdowns measured at an observation well during a constant rate pumping test. The method requires the determination of peaks of unimodal curves. Only a little subjectivity is involved in the method as the peak is a well defined point. The method is applicable even when the first and second straight lines on the semilogarithmic characteristic drawdown curve are not fully developed. The calculations involved can be performed on a calculator. Results have also been presented for small arguments of the well functions defining the development of the straight lines. The times for initiation and development of straight lines are quantified. The minimum duration of a pumping test for a reliable identification of the aquifer parameters and boundaries using the proposed method is also quantified. Use of the new method suggests a much shorter duration pumping test for the accurate identification of aquifer parameters and boundaries. This would save considerable time and money. At least a 100-fold savings in time and money involved in a pumping test to locate a boundary is observed when compared to the use of the law of times in the Cooper-Jacob method. Application of the method to published data sets shows that reliable estimates of the aquifer parameters and distance to a boundary are obtained.

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References

Bardsley, W. E.(1991). “Graphical estimation of Theis drawdown function.” J. Hydrol., 128, 357–367.
Chapuis, R. P.(1994). “Assessment of methods and conditions to locate boundaries: I. One or two straight impervious boundaries.” Ground Water, 32(4), 576–582.
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Sageev, A., Horne, R. N., and Ramey, H. J.(1985). “Detection of linear boundaries by drawdown test: a semilog type curve matching approach.” Water Resour. Res., 21, 305–310.
Singh, S. K.(2000). “Simple method for confined aquifer-parameter estimation.” J. Drain Eng., 126(6), 336–338.
Singh, S. K.(2001a). “Identifying effective distance to a recharge boundary.” J. Hydraul. Eng., 127(8), 689–692.
Singh, S. K.(2001b). “Identifying impervious boundary and aquifer parameters from pump test data.” J. Hydraul. Eng., 127(4), 380–385.
Stallman, R. W. (1952). “Nonequilibrium type curves modified for two well systems.” Ground Water Note 3, Geological Survey, U.S. Department of Interior, Washington D.C.
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Water and Power Resources Service (WPRS). (1981). Ground Water Manual, 2nd Ed., U.S. Department of the Interior, Denver.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 128Issue 8August 2002
Pages: 774 - 780

History

Received: Dec 8, 2000
Accepted: Jan 18, 2002
Published online: Jul 15, 2002
Published in print: Aug 2002

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Authors

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Sushil K. Singh
Scientist, National Institute of Hydrology, Ganga Plains South Regional Center, Sagar (M.P.)-470 001, India.

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