TECHNICAL PAPERS
Jan 1, 1993

Optimal Operation of Multiple‐Reservoir System

Publication: Journal of Water Resources Planning and Management
Volume 119, Issue 1

Abstract

A monthly planning and operational model has been developed for the Adelaide headworks system in South Australia, Australia. The model uses linear goal programming to aid in the identification of optimum operating policies for the system. The planning and operational policies obtained are aimed at achieving maximum yield for a given level of reliability. In this particular system, where a significant fraction of the supply is pumped from a distant river, a further objective is to minimize pumping cost. The results obtained for the Adelaide system indicate that savings of between 5% and 10% of total pumping costs can be achieved through the application of the model developed. Potential also exists for further reductions in pumping costs through improved forecasting of up to 20% of total pumping costs. Examples are also given of the use of the model to assist with operational decision making. This model has subsequently been implemented and the predicted savings in operating costs are being achieved by the local water authority, the Engineering and Water Supply Department.

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References

1.
Crawley, P. D. (1990). “Optimal operating policies for multiple reservoir systems,” MS thesis, University of Adelaide, Adelaide, South Australia, Australia.
2.
Crawley, P. D., and Dandy, G. C. (1989). “Optimum reservoir operating policies including salinity considerations.” Hydr. and Water Resour. Symp. 1989, Institution of Engineers, Australia, 289–293.
3.
Crawley, P. D., and Dandy, G. C. (1989). “Optimal operating policies for multiple reservoir systems—final report.” Australian Water Research Advisory Council Project P86/15, Dept. of Primary Industries and Energy, Australian Res. Advisory Council, Canberra, Australian Capital Territory, Australia.
4.
Loucks, D. P., Stedinger, J. R., and Haith, D. A. (1981). Water resource systems planning and analysis. Prentice Hall, Englewood Cliffs, N.J.
5.
Yeh, W. W‐G. (1985). “Reservoir management and operations models: A state‐of‐the‐art review.” Water Resour. Res., 21(12), 1797–1818.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 119Issue 1January 1993
Pages: 1 - 17

History

Received: Aug 23, 1991
Published online: Jan 1, 1993
Published in print: Jan 1993

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Authors

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Philip D. Crawley
Res. Engr., Engrg. and Water Supply Dept., P.O. Box 1751, Adelaide, South Australia 5001, Australia
Graeme C. Dandy
Sr. Lect., Civ. Engrg. Dept., Univ. of Adelaide, P.O. Box 498, Adelaide, South Australia 5001, Australia

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