TECHNICAL PAPERS
Nov 1, 1997

Comparison of Methods for Yield Assessment of Multiple Reservoir Systems

Publication: Journal of Water Resources Planning and Management
Volume 123, Issue 6

Abstract

This paper compares four different methods for estimating the yield of a multiple reservoir system. These include simulation, a combined simulation-optimization model (WATHNET), a full optimization model, and a simplified optimization model called the yield model. Simulation is used widely in practice and provides a good approximation of the behavior of the system but requires a set of operating rules to be specified. The optimization methods automatically determine operating rules and are therefore quite useful in estimating the yield of a new system that has not yet been operated. The four methods are used to estimate the safe historical yield of the Canberra water supply system (Australia). It was found that the full optimization model and the yield model provide high estimates of the system yield because they assume perfect knowledge of future inflows. WATHNET presents a reasonable compromise in estimating the system yield using implied operating rules that are achievable in practice.

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References

1.
Chung, F. I., Archer, M. C., and DeVries, J. J.(1989). “Network flow algorithm applied to California aqueduct simulation.”J. Water Resour. Plng. and Mgmt., ASCE, 115(2), 131–147.
2.
Feldman, A. D. (1981). “HEC models for water resources system simulation.”Advances in hydroscience, Ven Te Chow, ed., Vol. 12, Academic Press, New York, N.Y.
3.
Ford, D. T.(1990). “Reservoir storage reallocation analysis with PC.”J. Water Resour. Plng. and Mgmt., ASCE, 116(3), 402–416.
4.
Karamouz, M., and Houck, M. H.(1982). “Annual and monthly reservoir operating rules generated by deterministic optimization.”Water Resour. Res., 18(5), 1337–1344.
5.
Kuczera, G. (1990). WATHNET: “Generalised Water Supply Simulation using Network Linear Programming.” Dept. of Civ. Engrg. and Surv., Univ. of Newcastle, July.
6.
Kuczera, G., and Diment, G.(1988). “General water supply system simulation model: WASP.”J. Water Res. Plng. and Mgmt., ASCE, 114(4), 365–382.
7.
Labadie, J. W., Pineda, A. M., and Bode, D. A. (1984). “Network analysis of raw supplier under complex water rights and exchanges.” Documentation for program MODSIM3, Colorado Water Resources Institute, Fort Collins, Colo.
8.
Loucks, D. P. French, P. N., and Taylor, M. R. (1993). “IRIS AN interactive simulation of river-aquifer systems.” Dept. of Civ. and Envir. Engrg., Cornell Univ., Ithaca, N.Y.
9.
Loucks, D. P., Stedinger, J. R., and Haith, D. A. (1981). Water resource systems planning and analysis. Prentice-Hall, Inc., Englewood Cliffs, N.J.
10.
Martin, Q. W.(1983). “Optimal operation of multiple reservoir systems.”J. Water Resour. Plng. and Mgmt., ASCE, 109(1), 58–74.
11.
McMahon, T. A., and Gan. (1989). “A survey of Australian reservoir yield estimation practice.”Proc., of the Nat. Workshop on Plng. and Mgmt. of Water Resour. Syst.: Risk and Reliability, G. C. Dandy and A. R. Simpson, eds., AWRC Conf. Series No. 17.
12.
McMahon, T. A., and Mein, R. G. (1978). Reservoir capacity and yield. Elsevier Scientific, New York, N.Y.
13.
Pink, B. (1991). “Canberra water supply simulation progress report.”ACTEW, HWR Rep. No. 91/566,
14.
Pink, B., and Sooriyakumaran, P. (1988). “Canberra water supply simulation progress report.”ACTEW, HWR Rep. No. 88/08 CR88/08,
15.
Schrage, L., and Cunningham, K. (1991). LINGO optimization modeling language. Lindo Systems, Inc., Chicago, Ill.
16.
Sigvaldason, O. T.(1976). “A simulation model for operating a multipurpose multireservoir system.”Water Resour. Res., 12(2), 263–278.
17.
Strzepek, K. M., Garcia, L., and Over, T. (1989). MITSIMZ. 1 river basin simulation model users manual. Centre for Advanced Decision Support for Water and Environmental Systems, University of Colorado, Boulder, Colo.
18.
Texas Water Development Board. (1972). “Economic optimization and simulation techniques for management of regional water resources systems: river basin simulation model SIMYLD-II program description.” Austin, Tex.
19.
Wurbs, R. A. (1991). “Optimization of multiple purpose reservoir system operations: a review of modeling and analysis approaches” U.S. Corps of Engineers, Hydrologic Engrg. Ctr., Research document No. 24, Davis, Calif.
20.
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 123Issue 6November 1997
Pages: 350 - 358

History

Published online: Nov 1, 1997
Published in print: Nov 1997

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Authors

Affiliations

G. C. Dandy
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Adelaide, Adelaide 5005, Australia.
M. C. Connarty
Engr. Hydro-Electric Corp., Water Resour., GPO Box 355D, Hobart 7001, Australia.
D. P. Loucks
Prof., Dept. of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853-3501.

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