TECHNICAL NOTES
Nov 1, 1995

Implications of Using Approximate Expressions for Well Function

This article has a reply.
VIEW THE REPLY
Publication: Journal of Irrigation and Drainage Engineering
Volume 121, Issue 6

Abstract

The computation of the well function is required in the analysis of pump test data for leaky or confined aquifers. Approximate expressions have recently been proposed to compute the well function over the whole range of the argument values. These proposed expressions are more computationally intensive and less accurate than some standard exponential integral approximations. Analysis of a synthetic data set using slope-matching technique shows that use of these recent expressions results in severe overprediction of the storage coefficient, especially for aquifers with low storage coefficient or high transmissivity.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Abramowitz, M., and Stegun, I. A. (1970). Handbook of mathematical functions, National Bureau of Standards, Washington, D.C.
2.
Allen, E. E.(1954). “Analytical approximations.”Math. Tables Aids Comp., 8(48), 240–241.
3.
Bourdet, D., Ayoub, J. A., and Pirard, Y. M.(1989). “Use of pressure derivative in well-test interpretation.”SPE Formation Evaluation, 4(2), 293–302.
4.
Chow, V. T.(1952). “On the determination of transmissivity and storage coefficient from pumping test data.”Trans., Am. Geophys. Union, 33(3), 397–404.
5.
El-Khatib, N. A. F.(1987). “A new approach to interference test analysis.”SPE Formation Evaluation, 2(4), 609–610.
6.
Hastings, C. Jr. (1955). Approximations for digital computers . Princeton University Press, Princeton, N.J.
7.
Sen, Z.(1986). “Determination of aquifer parameters by the slope-matching method.”Ground Water, 24(2), 217–223.
8.
Srivastava, R., and Guzman-Guzman, A.(1994). “Analysis of slope-matching methods for aquifer parameter determination.”Ground Water, 32(4), 570–575.
9.
Swamee, P. K., and Ojha, C. S. P.(1990a). “Pump test analysis of confined aquifer.”J. Irrig. and Drain. Engrg., ASCE, 116(1), 99–106.
10.
Swamee, P. K., and Ojha, C. S. P.(1990b). “Pump test analysis of leaky aquifer.”J. Irrig. and Drain. Engrg., ASCE, 116(5), 645–655.
11.
Theis, C. V. (1935). “The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using ground-water storage.”Trans., Am. Geophys. Union, 16(II), 519–524.
12.
Tiab, D., and Kumar, A. (1980). “Application of the pD function to interference analysis.”J. Pet. Technol., 32(8), 1465–1470.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 121Issue 6November 1995
Pages: 459 - 462

History

Published online: Nov 1, 1995
Published in print: Nov 1995

Permissions

Request permissions for this article.

Authors

Affiliations

Rajesh Srivastava
Postdoctoral Res. Assoc., Soil and Water Sci. Dept., Univ. of Arizona, Tucson, AZ 85721.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share