TECHNICAL NOTES
Jul 1, 1991

Selecting Optimum Discharge Rate for Water Well

Publication: Journal of Hydraulic Engineering
Volume 117, Issue 7

Abstract

The starting point to determine optimal well design and operation should be that which maximizes net present worth. Optimal design is important because it maximizes the potential of the well; however, optimal operation of the well is also important and is the subject of this paper. Recent publications and ``rules of thumb'' still suggest operating wells based on noneconomic criteria. The purpose of this paper is to examine one of the more popular ``rules of thumb'' and show why following it can produce water at nonoptimal costs.

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 64, Int. Assoc. of Scientific Hydr., Berkeley, Calif.
2.
Driscoll, F. G. (1986). Ground water and wells, 2nd Ed., Johnson Division, St. Paul, Minn.
3.
Ground water manual. (1985). U.S. Dept. of the Interior, U.S. Govt. Printing Office, Washington, D.C.
4.
Helweg, O. J., Scott, V. H., and Scalmanini, J. C. (1984). Improving well and pump efficiency. American Water Works Assoc., Denver, Colo.
5.
Helweg, O. J. (1975). “Determining optimum well discharge.” J. Irrig. Drain. Div., ASCE, 101(3), 201–208.
6.
Jacob, C. E. (1947). “Drawdown test to determine effective radius of Artesian well.” Trans., ASCE, 112.
7.
Jacob, K. P. (1989). “Selecting the optimum flow rate for a water well.” Professional Report, Dept. of Petroleum Engrg., Texas A & M Univ., College Station, Tex.
8.
Mogg, J. L. (1969). “Step‐drawdown test needs critical review.” Ground Water, (17)1, 16–21.
9.
Sunada, D. K. (1971). “Laminar and turbulent flow of water through porous media.” Final Report, CER 68‐69DK533, Colorado State Univ., Ft. Collins, Colo.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 117Issue 7July 1991
Pages: 934 - 939

History

Published online: Jul 1, 1991
Published in print: Jul 1991

Permissions

Request permissions for this article.

Authors

Affiliations

Otto J. Helweg, Fellow, ASCE
Chmn./Prof., Civ. Engrg. Dept., Memphis State Univ., Memphis, TN 38152
Kevin P. Jacob
Operations Officer, 240th Quartermaster Battalion, Fort Lee, VA 23801

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