TECHNICAL PAPERS
Nov 1, 1994

Optimal Capacity‐Expansion Planning in Multiaquifer Systems

Publication: Journal of Water Resources Planning and Management
Volume 120, Issue 6

Abstract

Three models were developed and tested for the optimal capacity expansion planning in a hypothetical multiaquifer system. The response of the system was included in the models using response matrices. All models are 0/1 mixed‐integer programming models and enable the determination of minimum capital investment and operation costs of well fields and associated pipeline facilities while satisfying a set of system constraints. The performances of the models are compared in terms of computational requirements and approximation to pumpage costs under three water‐demand schedules. Multiobjective analyses were conducted to develop trade‐off curves relating pumpage to drawdown. The sensitivity of the capacity expansion policies to variations in demand requirements, interest rates, and system parameters are analyzed. The first model produces minimum total drawdowns and requires lesser computation time while the remaining two models yield minimum total costs but require more computation time. The variations in demand requirements, interest rates and system parameters causes variations in selection of the potential well fields, their completion time, resulting total costs and minimum total drawdowns.

Get full access to this article

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

References

1.
Bas˛ag¯aog¯lu, H. (1993). “Optimal expansion of capacity in multi‐aquifer systems,” MS thesis, Middle East Technical University, Ankara, Turkey.
2.
Cohon, J. L., and Marks, D. H. (1975). “A review and evaluation of multiobjective programming techniques.” Water Resour. Res., 11(2), 208–220.
3.
Gorelick, S. M. (1983). “A review of distributed parameter groundwater management modeling methods.” Water Resour. Res., 19(2), 305–319.
4.
Hadley, G. (1964). Nonlinear and dynamic programming. Addison‐Wesley Publ. Co., Inc., Reading, Mass.
5.
Maddock, T. III. (1972a). “A ground‐water planning model: a basis for a data collection network.” Int. Symp. on Uncertainties in Hydrologic and Water Resour. Systems, Int. Assoc. Sci. Hydrol., University of Arizona, Tucson, Ariz.
6.
Maddock, T. III. (1972b). “Algebraic technological function from a simulation model.”Water Resour. Res., 8(1), 129–134.
7.
Mathematical programming system extended/370 (MPSX/370) version 2; program reference manual. (1988). International Business Machines (IBM) Corp., Rome, Italy.
8.
McDonald, M. G., and Harbaugh, A. W. (1984). A modular three‐dimensional finite‐difference groundwater flow model. Scientific Publications Co., Washington, D.C.
9.
Rosenwald, G. W., and Green, D. W. (1974). “A method for determining the optimum location of wells in reservoir using mixed‐integer programming.” Soc. Pet. Engrg. J., Vol. 14, 44–54.
10.
Willis, R., and Yeh, W. W.‐G. (1987). Groundwater systems planning and management. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
11.
Yazicigil, H. (1990). “Optimal planning and operation of multiaquifer system.” J. Water Resour. Plng. and Mgmt., ASCE, 116(4), 435–454.
12.
Yeh, W. W.‐G. (1992). “Systems analysis in ground‐water planning and management.” J. Water Resour. Plng. and Mgmt., ASCE, 118(3), 224–237.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 120Issue 6November 1994
Pages: 836 - 856

History

Received: Jul 28, 1993
Published online: Nov 1, 1994
Published in print: Nov 1994

Permissions

Request permissions for this article.

Authors

Affiliations

Hakan Başağaoğlu
Res. Asst., Geological Engrg. Dept., Middle East Tech. Univ., 06531, Ankara, Turkey
Hasan Yazicigil
Prof., Geological Engrg. Dept., Middle East Tech. Univ., 06531, Ankara, Turkey

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