TECHNICAL PAPERS
Sep 1, 1985

Problems with Modeling Real‐Time Reservoir Operations

Publication: Journal of Water Resources Planning and Management
Volume 111, Issue 4

Abstract

Existence of several problems associated with the optimization of real‐time operations of reservoir systems is demonstrated. The first problem presented is due to the use of imperfect streamflow (inflow to the reservoir) forecasts. It is shown that there is a significant relationship between the reliability of the forecast information and the operating or forecast horizon to be used in the model. To illustrate the implications of this relationship, an example is given where extending the forecast horizon beyond three days does not improve the performance of the model for real‐time operations. Real‐time operations models often require routing models that relate reservoir releases to the flows at downstream points. It is illustrated with examples that use of approximate reach routing models may cause unexpected problems and may mislead the decision makers. A method to partially resolve the problem is also suggested.

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References

1.
Bechard, D., Corbu, I., Gagnon, R., Nix, G. A., Parker, L. E., and Trinh, M., “The Ottawa River Regulation Modelling System (ORRMS),” Proceedings, International Symposium on Real‐Time Operation of Hydrosystems, University of Waterloo, Canada, June, 1981, pp. 179–198.
2.
Can, E. K., and Houck, M. H., “Real‐Time Reservoir Operations by Goal Programming,” Journal of Water Resources Planning and Management, ASCE, Vol. 110, No. 3, July, 1984, pp. 297–309.
3.
Datta, B., and Houck, M. H., “A Stochastic Optimization Model for Real‐Time Operations of Reservoirs Using Uncertain Forecasts,” Water Resources Research, Vol. 20, No. 8, 1984, pp. 1039–1046.
4.
Houck, M. H., “Real‐Time Reservoir Operations by Mathematical Programming,” Water Resources Research, Vol. 18, No. 5, 1982, pp. 1345–1351.
5.
Rao, A. R., Rukvichai, C., and Tao, P. C., “Stochastic Forecasting Models of Reservoir Inflows for Daily Operation: III. Models for Nolin, Barren and Green Reservoir Inflows,” Report CE‐HYD‐77‐1, School of Civil Engineering, Purdue University, Indiana, 1977.
6.
Sigvaldason, O. T., “A Simulation Model for Operating a Multipurpose Multireservoir System,” Water Resources Research, Vol. 12, No. 2, 1976, pp. 263–278.
7.
Yazkigil, H., Houck, M. H., and Toebes, G. H., “Daily Operation of a Multipurpose Reservoir System,” Water Resources Research, Vol. 19, No. 1, 1983, pp. 1–13.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 111Issue 4September 1985
Pages: 367 - 381

History

Published online: Sep 1, 1985
Published in print: Sep 1985

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Authors

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Emre K. Can, A. M. ASCE
Asst. Prof., School of Engrg., Lakehead Univ., Thunder Bay, Ontario, P7B 5E1, Canada
Mark H. Houck, M. ASCE
Assoc. Prof., School of Civ. Engrg., Purdue Univ., West Lafayette, Ind. 47907

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