TECHNICAL PAPERS
Feb 14, 2003

Optimization of Reservoir Management and Operation with Hedging Rules

Publication: Journal of Water Resources Planning and Management
Volume 129, Issue 2

Abstract

This research develops a mixed integer linear programming (MILP) model that considers simultaneously both the traditional reservoir rule curves and the hedging rules to manage and operate a multipurpose, multireservoir system. During normal periods of operation, when inflows are plentiful, this optimization model efficiently distributes the available stored water from different reservoirs to meet the planned demands imposed by competing users. However, during periods of drought, or when anticipating a drought, the planned demands cannot be fully met, and a water shortage occurs. By considering the hedging rules along with the rule curves, guidelines are provided for reservoir releases. To minimize the impact of drought, the hedging rules effectively reduce the ongoing water supply to balance with the target storage requirement. The MILP model is applied to a multireservoir system in the southern region of Taiwan, where the results obtained demonstrate the applicability and utility of the model.

Get full access to this article

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

References

Bhaskar, N. R., and Whitlatch, E. E., Jr. (1980). “Derivation of monthly reservoir release policies.” Water Resour. Res., 16(6), 987–993.
Hsu, N.-S., and Cheng, K.-W.(2002). “Network flow optimization model for basin scale water supply planning.” J. Water Resour. Plan. Manage., 128(2), 102–112.
Karamouz, M., and Houck, M. H.(1982). “Annual and monthly reservoir operating rules generated by deterministic optimization.” Water Resour. Res., 18(5), 1337–1344.
LINGO 6.0 user’s guide. (1999). Lindo Systems Inc., Chicago.
Momoh, J. A., El-Hawary, M. E., and Adapa, R.(1999a). “A review of selected optimal power flow literature to 1993, Part I: NonLinear and quadratic programming approaches.” IEEE Trans. Power Systems, 14(1), 96–104.
Momoh, J. A., El-Hawary, M. E., and Adapa, R.(1999b). “A review of selected optimal power flow literature to 1993, Part II: Newton, linear programming and interior point methods.” IEEE Trans. Power Systems, 14(1), 105–111.
Neelakantan, T. R., and Pundarikanthan, N. V.(2000). “Neural network-based simulation-optimization model for reservoir operation.” J. Water Resour. Plan. Manage., 126(2), 57–64.
Nemhauser, G. L., and Wolsey, L. A. (1988). Integer and combinatorial optimization, Wiley, New York.
Oliveira, R., and Loucks, D. P.(1997). “Operating rules for multireservoir systems.” Water Resour. Res., 33(4), 839–852.
ReVelle, C. (1997). “Water resources: Surface water systems, Chapter 1,” Design and operation of civil, and environmental engineering systems, C. ReVelle and A. E. McGarity, eds., Wiley, New York, 1–39.
Sand, G. M. (1984). “An analytical investigation of operating policies for water-supply reservoirs in parallel.” PhD thesis, Cornell Univ., Ithaca, N.Y.
Shih, J.-S., and ReVelle, C.(1994). “Water-supply operations during drought: Continuous hedging rules.” J. Water Resour. Plan. Manage., 120(5), 613–629.
Shih, J.-S., and ReVelle, C.(1995). “Water-supply operations during drought: A discrete hedging rule.” Eur. J. Oper. Res., 82, 163–175.
Simonovic, S. P.(1992). “Reservoir systems analysis: Closing gap between theory and practice.” J. Water Resour. Plan. Manage., 118(3), 262–280.
Sun, Y.-H., Yeh, W. W.-G., Hsu, N.-S., and Louie, P. W. F.(1995). “Generalized network algorithm for water-supply-system optimization.” J. Water Resour. Plan. Manage., 121(5), 392–398.
Wolsey, L. (1998). Integer programming, Wiley, New York.
Wurbs, R. A.(1993). “Reservoir-system simulation and optimization models.” J. Water Resour. Plan. Manage., 119(4), 455–472.
Wurbs, R. A. (1996). Modeling and analysis of reservoir system operations, Prentice Hall, Upper Saddle River, N.J.
Yeh, W. W-G.(1985). “Reservoir management and operation models: A state-of-the-art review.” Water Resour. Res., 21(12), 1797–1818.
Yeh, W. W-G., and Yang, S. (1997). “A study on the efficiency of water resources allocation.” Proj. Completion Rep. to Water Resource Bureau, Taipei, Taiwan.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 129Issue 2March 2003
Pages: 86 - 97

History

Received: Jul 5, 2001
Accepted: Jan 25, 2002
Published online: Feb 14, 2003
Published in print: Mar 2003

Permissions

Request permissions for this article.

Authors

Affiliations

Ming-Yen Tu
MWH Americas, Inc., 777 Campus Commons Rd., Sacramento, CA 95825. formerly, Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095.
Nien-Sheng Hsu
Associate Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei, Taiwan, ROC.
William W.-G. Yeh, Hon.M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095.

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