TECHNICAL PAPERS
Sep 1, 1990

Reconnaissance‐Level Alternative Optimal Ground‐Water Use Strategies

Publication: Journal of Water Resources Planning and Management
Volume 116, Issue 5

Abstract

This study develops regionally optimal ground‐water extraction strategies. Alternative explicit planning objectives are: (1) Maximize total pumping from the underlying aquifer while causing the evolution of a steady potentiometric surface; and (2) maintain a prespecified target potentiometric surface. Implicit objectives involve controlling stream/aquifer interflow and water flow across a state boundary, and attempting to avoid gross disruption of current cropping patterns. Models, bounds, constraints, and data are formulated. Alternative optimal strategies and the rationale for preferring one strategy are presented for a region in Arkansas. The objective of maintaining the relatively unstressed target potentiometric surface yields politically and socially unacceptable water‐use strategies. The most acceptable strategy maximizes sustainable ground‐water extraction, maintains recent ground‐water flow to Louisiana, maintains current potentiometric surface heads at the Louisiana‐Arkansas border, maintains more than minimally acceptable surface water flow to Louisiana, and approximately maintains current cropping distributions. Developed planning models utilize the embedding approach, over 300 pumping variables, and 700 total variables, indicating the utility of the embedding method for regional sustained yield (steady‐state) planning.

Get full access to this article

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

References

1.
Azarmnia, H. (1989). “Selected tools for optimal regional groundwater management,” thesis presented to the University of Arkansas, at Fayetteville, Ark., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
2.
Bredehoeft, J. D., Papadopulos, S. S., and Cooper, H. H., Jr. (1982). “Groundwater: The water budget myth.” Scientific basis of water resources management. National Academy Press, Washington, D.C., 51–57.
3.
Broom, M. E., and Reed, J. E. (1973). “Hydrology of the Bayou Bartholomew alluvial aquifer stream system, Arkansas.” Geological survey, progress report, U.S. Dept. of the Interior, Washington, D.C.
4.
Cohon, J. L., and Marks, D. M. (1975). “A review and evaluation of multiobjective programming techniques.” Water Resour. Res., 11(2), 208–220.
5.
Datta, B., and Orlob, G. T. (1988). “Elements of groundwater management: The saturated zone.” Proc., 16th Biennial Conf. on Groundwater, Report No. 66 ISSN 0575‐4968, California Water Resources Center, Univ. of California, 3‐21, J. DeVries (Ed).
6.
Datta, B., and Peralta, R. C. (1986a). “Interactive computer graphics‐based multiobjective decision‐making for regional groundwater management.” Agric. Water Mgmt., 11, 91–116.
7.
Datta, B., and Peralta, R. C. (1986b). “Optimal potentiometric surface design for groundwater contamination containment.” Trans., American Society of Agricultural Engineers, 29(6), 1611–1623.
8.
Dixon, W. D., and Peralta, R. C. (1986). “Potential Arkansas and White Rivers water available for diversion to the Grand Prairie.” Arkansas state water plan special report, Arkansas Soil and Water Conservation Commission, Little Rock, Ark.
9.
Gorelick, S. M. (1983). “A review of distributed parameter groundwater management modeling methods.” Water Resour. Res., 19(2), 305–319.
10.
Knapp, K. C., and Feinerman, E. (1985). “The optimal steady‐state in groundwater management.” Water Resour. Bull., 21(6), 967–975.
11.
McDonald, M. G., and Harbaugh, A. W. (1988). “A modular 3‐dimensional finite difference ground water flow model.” Techniques of water resources investigations of the U.S.G.S. (6), U.S. Government Printing Office, Washington, D.C.
12.
Morel‐Seytoux, J. J., Peters, G., and Illangasekare, T. (1979). “Field verification of the concept of reach transmissivity.” Proc. Int. Symp. on Hydrology of Areas of Low Precipitation, International Association of Scientific Hydrology, Canberra, Australia.
13.
Peralta, R. C., and Killian, P. (1985). “Optimal regional potentiometric surface design: Least‐cost water supply/sustained groundwater yield.” Trans., American Society of Agricultural Engineers, 28(4), 1098–1107.
14.
Peralta, R. C., and Peralta, A. W. (1984). “Arkansas groundwater management via target level.” Trans., American Society of Agricultural Engineers, 27(6), 1696–1703.
15.
Peralta, R. C., et al. (1985). “Optimal sustained yield groundwater withdrawal strategies for the Boef‐Tensas Basin in Arkansas.” Miscellaneous Publication No. 29, Arkansas Water Resour. Res. Ctr., Univ. of Arkansas, Fayetteville, Ark.
16.
Peralta, R. C., et al. (1989). SSTAR users manual, Report IIC‐89/2, Int. Irrig. Ctr., Dept. of Agric. and Irrig. Engrg., Utah State Univ., Logan, Utah.
17.
Reed, J. E., and Broom, M. D. (1978). “Digital model of the Bayou Bartholomew alluvial aquifer system, Arkansas.” Geological Survey, U.S. Dept. of the Interior, Washington, D.C.
18.
Solaimanian, J. (1985). “Quaternary groundwater assessment and consumptive water use in the Bayou Bartholomew/Alluvial aquifer system, Arkansas,” thesis presented to the University of Arkansas, at Fayetteville, Ark., in partial fulfillment of the requirements for the degree of Master of Science.
19.
Tung, Y. K., and Kolterman, C. E. (1986). “Some computational experiences using embedding technique for groundwater management.” Groundwater, 23(4), 455–464.
20.
Willis, R., and Yeh, W. W‐G. (1987). Groundwater systems planning and management. 1st Ed., Prentice Hall Inc., New York, N.Y.
21.
Yazdanian, A., and Peralta, R. C. (1986). “Sustained‐yield ground water planning by goal‐programming.” Groundwater, 24(2), 157–165.
22.
Yazicigil, M., and Rasheeduddin, M. (1987). “Optimization model for groundwater management in multi‐aquifer systems.” J. Water Resour. Plan. Mgmt. Div., ASCE, 113(2), 257–23.
23.
Yeh, W. W.‐G. (1986). “Review of parameter estimation procedures in groundwater hydrology: The inverse problem.” Water Resour. Res., 22(2), 95–108.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 116Issue 5September 1990
Pages: 676 - 692

History

Published online: Sep 1, 1990
Published in print: Sep 1990

Permissions

Request permissions for this article.

Authors

Affiliations

Richard C. Peralta
Assoc. Prof., Agric. and Irrig. Engrg. Dept., Utah State Univ., Logan, UT 84322‐4105
Bithin Datta, Associate Members, ASCE
Asst. Prof., Dept. of Civ. Engrg., IIT Kanpur, Kanpur 208016, India

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