TECHNICAL PAPERS
Oct 1, 1983

Ground‐Water Management in Western Kansas

Publication: Journal of Hydraulic Engineering
Volume 109, Issue 10

Abstract

Western Kansas is underlain by the Ogallala aquifer that produces water of good quality. Many large‐capacity wells have been drilled for irrigation, industrial, and municipal use. Ground‐water withdrawals exceed recharge and water levels are declining at an average rate of 3 ft/yr. Five ground‐water management districts were formed to help control and manage this resource. Management policies that have the most effect on withdrawals are well spacing and a planned rate of ground‐water depletion. The depletion policies in effect limit development to a 40% depletion of the aquifer in 20 to 25 yr or to a “safe yield” concept.

Get full access to this article

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

References

1.
Fry J. C., “The Ogallala Formation,” Ogallala Aquifer Symposium, Special Report No. 39, Texas Tech University, Lubbock, Tex., May, 1970, pp. 5–14.
2.
“Groundwater Management in Kansas,” Groundwater Management Districts Association, Mennonite Press, Newton, Kans., 1980.
3.
Gutentag, E. D., and Weeks, J. B., “Water Table in the High Plains Aquifer in 1978 in Parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas and Wyoming,” U.S. Geological Survey HA‐642, 1980.
4.
Gutentag, E. D., Lobmeyer, D. H., and Slagle, S. E., “Geohydrology of Southwestern Kansas,” U.S. Geological Survey Open‐File Report 80‐218, Lawrence, Kans., 1980.
5.
Pabst, M. E., “January 1981 Water Levels, and Data Related to Water‐Level Changes, Western and South‐Central Kansas,” U.S. Geological Survey Open‐File Report 81‐1001, Lawrence, Kans., 1981.
6.
Weeks, J. B., and Gutentag, E. D., “Bedrock Geology, Altitude of Base, and 1980 Saturated Thickness of the High Plains Aquifer in Parts of Colorado, Kansas, Nebraska, New Mexico, Oklahoma, South Dakota, Texas, and Wyoming,” U.S. Geological Survey HA‐658, 1981.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 109Issue 10October 1983
Pages: 1314 - 1322

History

Published online: Oct 1, 1983
Published in print: Oct 1983

Permissions

Request permissions for this article.

Authors

Affiliations

Edward D. Jenkins, F. ASCE
Consulting Hydro., Southwest Kansas Groundwater Management Dist. No. 3, 409 Campus Drive, Garden City, Kans. 67846

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