Skip to main content
Log in

Derivation of Optimal Hedging Rules for a Water-supply Reservoir through Compromise Programming

  • Published:
Water Resources Management Aims and scope Submit manuscript

Abstract

This study derives optimal hedging rules for simultaneously minimizing short- and long-term shortage characteristics for a water-supply reservoir. Hedging is an effective measure to reduce a high-percentage single period shortage, but at a cost of more frequent small shortages. Thus simultaneously minimizing the maximum monthly shortage and the shortage ratio (defined as the ratio of total shortages to total demands) over the analysis horizon is the operation goal of a water-supply reservoir to derive optimal hedging rules. Two types of hedging are explored in this study: the first uses water availability defined as storage plus inflow, while the second depends on the potential shortage conditions within a specific future lead-time period. The compromise programming is employed to solve this conflicting multiobjective problem. The optimal hedging rules under given reservoir inflow are derived first. Because future inflow cannot be known exactly in advance, the monthly decile inflows are suggested as a surrogate for forecast of future inflows in hedging rules for real-time reservoir operations. The results show that the suggested method can effectively achieve the reservoir operation goal. The merits of the proposed methodology are demonstrated with an application to the Shihmen reservoir in Taiwan.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  • American Water Works Association (AWWA), 2002, Drought Management Handbook, American Water Works Association, Denver, Colorado.

    Google Scholar 

  • Bayazit, M. and Unal, N. E., 1990, ‘Effects of hedging on reservoir performance’, Water Resour. Res. 26(4), 713–719.

    Article  Google Scholar 

  • Cancelliere, A., Ancarani, A. and Rossi, G., 1998, ‘Susceptibility of watersupply reservoir to drought conditions’, J. Hydro. Eng. 3(2), 140–148.

    Article  Google Scholar 

  • Datta, B. and Houck, M. H., 1984, ‘A stochastic optimization model for real-time operations of reservoirs using uncertain forecasts’, Water Resour. Res. 20(8), 1039–1046.

    Google Scholar 

  • Draper, A. J. and Lund, J. R., 2004, ‘Optimal hedging and carryover storage value’, J. Water Resour. Plan. Manage. 130(1), 83–87.

    Google Scholar 

  • Duckstein, L. and Opricovic, S., 1980, ‘Multiobjective optimization in river basin development’, Water Resour. Res. 16(1), 14–20.

    Google Scholar 

  • Goicoechia, A., Hansen, D. R. B. and Duckstein, L., 1982, Multiobjective Decision Analysis with Engineering and Business Applications, Wiley, New York, U.S.A.

    Google Scholar 

  • Hashimoto, H., Stedinger, J. R. and Loucks, D. P., 1982, ‘Reliability, resiliency, and vulnerability criteria for water resources system performance evaluation’, Water Resour. Res. 18(1), 14–20.

    Google Scholar 

  • Kuo, Y. C., 2002, ‘Lessens learned from 2002 droughts in Taiwan’, J. Water Resour. Manage. 4(3), 2–9 (in Chinese).

    Google Scholar 

  • Lund, J. R. and Reed, R. U., 1995, ‘Drought water rationing and transferable rations’, J. Water Resour. Plan. Manage. 121(6), 429–437.

    Google Scholar 

  • Maass, A., Hufschmidt, M. M., Dorfman, R., Thomas Jr., H. A., Marglin, S. A. and Fair, G. M., 1962, Design of Water Resources System, Harvard University Press, Cambridge, MA., U.S.A.

    Google Scholar 

  • Neelakantan, T. R. and Pundarikanthan, N. V., 1999, ‘Hedging rule optimization for water supply reservoir system’, Water Resour. Manage. 13(6), 409–426.

    Google Scholar 

  • Oliveira, R. and Loucks, D. P., 1997, ‘Operating rules for multireservoir systems’, Water Resour. Res. 33(4), 839–852.

    Google Scholar 

  • Shiau, J. T., 2003, ‘Water release policy effects on the shortage characteristics for the Shihmen reservoir system during droughts’, Water Resour. Manage. 17(6), 463–480.

    Google Scholar 

  • Shih, J. S. and ReVelle, C., 1994, ‘Water-supply operations during drought: Continuous hedging rule’, J. Water Resour. Plan. Manage. 120(5), 613–629.

    Google Scholar 

  • Shih, J. S. and ReVelle, C., 1995, ‘Water supply operations during drought: A discrete hedging rule’, Eur. J. Oper. Res. 82, 163–175.

    Google Scholar 

  • Simonovic, S. P. and Burn, D. H., 1989, ‘An improved methodology for short-term operation of a single multipurpose reservoir’, Water Resour. Res. 25(1), 1–8.

    Google Scholar 

  • Simonovic, S. P., Venema, H. D. and Burn, D. H., 1992, ‘Risk-based parameter selection for short-term reservoir operation’, J. Hydrol. (Amst.) 131, 269–291.

    Google Scholar 

  • Srinivasan, K. and Philipose, M. C., 1996, ‘Evaluation and selection of hedging policies using stochastic reservoir simulation’, Water Resour. Manage. 10(3), 163–188.

    Google Scholar 

  • Srinivasan, K. and Philipose, M. C., 1998, ‘Effect of hedging on over-year reservoir performance’, Water Resour. Manage. 12(2), 95–120.

    Google Scholar 

  • Tickle, K. and Goulter, I. C., 1992, ‘Assessment of Performance Metrics for a Reservoir Under Stochastic Conditions’, Proceedings of the 6th IAHR International Symposium on Stochastic Hydraulics, Taipei, pp. 583–590.

  • Xu, Z., Jinno, K., Kawamura, A., Takesaki, S. and Ito, K., 1998, ‘Performance risk analysis for Fukuoka water supply system’, Water Resour. Manage. 12(1), 13–30.

    Google Scholar 

  • Yeh, W-G. W. and Becker, L., 1982, ‘Worth of inflow forecast for reservoir operation’, J. Water Resour. Plan. Manage. 108(3), 257–269.

    Google Scholar 

  • Zeleny, M., 1973, ‘Compromise programming’, in J. L. Cochrane and M. Zeleny (eds.), Multiple Criteria Decision Making, University of South Carolina Press, Columbia.

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to J. T. Shiau.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Shiau, J.T., Lee, H.C. Derivation of Optimal Hedging Rules for a Water-supply Reservoir through Compromise Programming. Water Resour Manage 19, 111–132 (2005). https://doi.org/10.1007/s11269-005-1502-6

Download citation

  • Received:

  • Accepted:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11269-005-1502-6

Key words

Navigation