TECHNICAL PAPERS
Dec 15, 2009

Large-Scale Nonlinear Conjunctive Use Optimization Problem: Decomposition Algorithm

Publication: Journal of Water Resources Planning and Management
Volume 136, Issue 1

Abstract

A cyclic storage (CS) system is defined as physically-integrated and operationally interconnected surface water and groundwater subsystems with full direct interactions between the subsystems. The proposed definition treats surface and subsurface impoundment subsystems as competing and potentially interconnected parallel storage facilities that minimize most of the problems associated with large-scale surface impoundments for water supply purposes. This paper emphasizes on the development and implementation of a hybrid two-stage genetic algorithm (GA)-linear programming (LP) algorithm to optimize the design and operation of a nonlinear, nonconvex, and large-scale semidistributed, CS system in an irrigable area. Performance of the proposed model is tested with a 240-period problem where other approaches failed to locate a feasible solution. For optimal operation of the system, a set of operating rules are developed for the joint utilization of surface and subsurface storage capacities to meet a predefined demand minimizing construction and operation cost over a 20-seasonal planning period. Results show that CS dominates a noncyclic storage system both in cost and operation flexibility.

Get full access to this article

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

References

Abkhan Consulting Engineers. (2000). Report of studies for Kinevars dam, Abkhan Consulting Engineers, Tehran, Iran.
Afshar, A., Zahraei, A., and Mariño, M. A. (2008). “Cyclic storage design and operation optimization: Hybrid GA decomposition approach.” Int. J. of Civil Engineering, 6(1), 34–47.
Alba, E., Nebro, A., and Troya, J. (2002). “Heterogeneous computing and parallel genetic algorithms.” J. Parallel Distrib. Comput., 62, 1362–1385.
Alimohammadi, S. (2005). “Optimum design and operation of joint surface and ground water sytem-cyclic storage approach.” Ph.D. dissertation, Iran Univ. of Science and Technology, Tehran, Iran.
Alimohammadi, S., Afshar, A., and Ghaheri, A. (2005). “Unit response matrix coefficients Development: ANN approach.” Proc., WSEAS/IASME Int. Conf. on Systems Theory and Scientific Computation, World Scientific and Engineering Academy and Society, Greece, 17–25.
Alimohammadi, S., Afshar, A., and Mariño, M. A. (2009). “Cyclic storage system optimization: Semidistributed parameter approach.” J. Am. Water Works Assoc., 101(2), 90–103.
Barlow, P. M., Ahlfeld, D. P., and Dickerman, D. C. (2003). “Conjunctive-management models for sustained yield of stream-aquifer systems.” J. Water Resour. Plann. Manage., 129(1), 35–48.
Basagaoglu, H., Mariño, M. A., and Shumway, R. H. (1999). “ δ -Form approximating problem for a conjunctive water resource management model.” Adv. Water Resour., 23, 69–81.
Bredehoeft, J. D., and Young, R. A. (1983). “Conjunctive use of groundwater and surface water for irrigated agriculture risk version.” Water Resour. Res., 19(5), 1111–1121.
Cai, X., McKinney, D. C., and Lasdon, L. S. (2001). “Solving nonlinear water management models using a combined genetic algorithm and linear programming approach.” Adv. Water Resour., 24, 667–676.
Coe, J. J. (1990). “Conjunctive use-advantages, constraints, and examples.” J. Irrig. Drain. Eng., 116(3), 427–443.
Espinoza, F., and Minsker, B. S. (2006). “Development of the enhanced self-adaptive hybrid genetic algorithm (e-SAHGA).” Water Resour. Res., 42, W08501.
Gen, M., and Cheng, R. (2000). Genetic algorithms and engineering optimization, Wiley, New York.
Goldberg, D. E. (1989). Genetic algorithms in search, optimization and machine learning, Addison-Wesley, Reading, Mass.
Heidari, M., and Ranjithan, S. R. (1998). “A hybrid optimization approach to the estimation of distributed parameters in two dimensional confined aquifers.” J. Am. Water Resour. Assoc., 34(4), 909–920.
Holland, J. H. (1973). “Genetic algorithms and the optimal allocations of trials.” SIAM J. Comput., 2(2), 88–105.
Lettenmaier, D. P., and Burges, S. J. (1982). “Cyclic storage: A preliminary analysis.” Ground Water, 20(3), 278–282.
LINDO Systems Inc. (2004). LINGO user’s guide, LINDO Systems, Chicago.
McDonald, M. G., and Harbaugh, W. (1988). A modular three-dimensional finite difference groundwater flow model, U.S. Geological Survey, Reston, Va.
Reichard, E. G. (1995). “Groundwater surface water management with stochastic surface water supplies: Simulation-optimization approach.” Water Resour. Res., 31(11), 2845–2865.
Tang, Y., Reed, P., and Kollat, J. B. (2007). “Parallelization strategies for rapid and robust evolutionary multiobjective optimization in water resources applications.” Adv. Water Resour., 30(3), 335–353.
Thomas, H. E. (1978). “Cyclic storage, where are you now?” Ground Water, 16(1), 12–17.
Tu, M. Y., Tsai, F. T. C., and Yeh, W. W. G. (2005). “Optimization of water distribution and water quality by hybrid genetic algorithm.” J. Water Resour. Plann. Manage., 131(6), 431–440.
Wang, C., Montazeri, B., Liang, W. K., Sun, N. Z., and Yeh, W. W. G. (1995). “Model development for conjunctive use study of the San Jacinto basin, California.” Water Resour. Bull., 31(2), 227–241.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 136Issue 1January 2010
Pages: 59 - 71

History

Received: Nov 27, 2006
Accepted: Apr 21, 2009
Published online: Dec 15, 2009
Published in print: Jan 2010

Permissions

Request permissions for this article.

Authors

Affiliations

Abbas Afshar [email protected]
Professor of Civil Engineering, Dept. of Civil and Environmental Engineering, and Enviro-Hydroinformatic Center of Excellence, Iran Univ. of Science and Technology (IUST), Tehran, Iran 16846 (corresponding author). E-mail: [email protected]
Ali Zahraei [email protected]
Graduated Student of Water Engineering, Iran Univ. of Science and Technology (IUST), Tehran, Iran. E-mail: [email protected]
Miguel A. Mariño, Hon.M.ASCE [email protected]
Distinguished Professor, Dept. of Civil and Environmental Engineering and Hydrology Program, Univ. of California, Davis, CA. E-mail: [email protected]

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