TECHNICAL NOTES
Oct 1, 1989

Step‐Drawdown Data Analysis

Publication: Journal of Hydraulic Engineering
Volume 115, Issue 10

Abstract

A method using nonlinear least-squares and finite-difference Newton's methods is proposed to determine the loss constants of the aquifer formation and the well for step-drawdown pump test data. Comparisons of the results between the proposed method and other methods, including the graphic and computer methods, are presented in detail. The proposed method has the advantages of high accuracy and quick convergence for most initial guesses.

Get full access to this article

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

References

1.
Bierschenk, W. H. (1963). “Determining well efficiency by multiple step‐drawdown tests.” Publication No. 64, Int. Assoc. of Sci. Hydrol., Berkeley, Calif., 493–507.
2.
Conte, S. D., and de Boor, C. (1980). Elementary numerical analysis, 3rd ed., McGraw‐Hill Book Co., New York, N.Y.
3.
Jacob, C. E. (1946). “Drawdown test to determine effect radius of artesian well.” Proc., ASCE, 72(5).
4.
Labadie, J. W., and Helweg, O. J. (1975). “Step‐drawdown test analysis by computer.” Ground Water, 13(5), 438–444.
5.
Lennox, D. H. (1966). “Analysis and application of step‐drawdown test.” J. Hydr. Div., ASCE, 92(6), 24–48.
6.
Nahm, G. Y. (1980). “Estimating transmissivity and well loss constant using multitate test data from a pumped well.” Ground Water, 18(3), 281–285.
7.
Rorabaugh, M. I. (1953). “Graphical and theoretical analysis of step‐drawdown test of artesian well.” Proc., ASCE, Hydraulic Division, 79, Dec., 362‐1–362‐23.
8.
Sheahan, N. T. (1971). “Type‐curve solution of step‐drawdown test. Ground Water, 9(1), 25–29.
9.
Todd, D. K. (1980). Groundwater hydrology. 2nd ed., John Wiley and Sons, New York, N.Y.
10.
Walton, W. C. (1962). “Selected analytical methods for well and aquifer evaluation.” Bulletin No. 49, Illinois State Water Survey, Urbana, Ill.
11.
Yeh, H. D. (1987). “Theis' solution by nonlinear least‐squares and finite‐difference Newton's method.” Ground Water, 25(6), 710–715.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 115Issue 10October 1989
Pages: 1426 - 1432

History

Published online: Oct 1, 1989
Published in print: Oct 1989

Permissions

Request permissions for this article.

Authors

Affiliations

Hund‐Der Yeh
Assoc. Prof., Dept. of Civ. Engrg., Nat. Chiao Tung Univ., Hsinchu, Taiwan, Republic of China

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