TECHNICAL PAPERS
Mar 1, 1990

Optimal Hydropower System Configuration Based on Operational Analysis

Publication: Journal of Water Resources Planning and Management
Volume 116, Issue 2

Abstract

The problem of optimal multiunit hydropower system configuration is analyzed considering long‐term operational aspects. The spatial distribution of individual system elements such as reservoirs and the vertical configurations representing heights of various dams, full supply levels, and minimum operating levels of the reservoirs are selected for optimum energy generation potential. The objective of maximizing the monthly firm energy has been successfully achieved first by applying the Incremental Dynamic Programming (IDP) technique, and then by the Stochastic Dynamic Programming (SDP) method which incorporates the streamflow stochasticity into the system. SDP maximizes the expected total annual energy generation subject to a prespecified monthly firm power output. Transitional probabilities are derived from the available historical streamflow records. The results obtained could be used in planning a reservoir system and in deriving a long‐term operational policy. In this study, they are used in deciding the optimum system configuration in a river basin development problem in Nepal.

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References

1.
Bat, L. (1981). “Incorporation of stochasticity in the operation of water resources system,” dissertation presented to the Asian Institute of Technology at Bangkok, Thailand, in partial fulfillment of the requirements for the degree of Doctor of Engineering.
2.
Butcher, W. S. (1971). “Stochastic dynamic programming for optimum reservoir operation.” Water Resour. Bull., 7(1), 115–123.
3.
Hall, W. A., Butcher, W. S., and Esogbue, A. (1968). “Optimization of the operation of a multiple purpose reservoir.” Water Resour. Res., 14(3), 471–477.
4.
Howard, R. A. (1960). Dynamic programming and Markov processes. MIT Press, Cambridge, Mass.
5.
Larson, R. E. (1968). State increment dynamic programming. American Elsevier Publishing Company, Inc., New York, N.Y.
6.
Loucks, D. P., Stedinger, J. R., and Haith, D. A. (1981). Water resource system planning and analysis. Prentice‐Hall, N.J.
7.
Roefs, T. G., and Bodin, L. D. (1970). “Multi‐reservoir operation studies.” Water Resour. Res., 6(2), 410–420.
8.
Shrestha, D. L. (1987). “Optimum hydropower system configuration considering operational aspects,” thesis presented to the Asian Institute of Technology at Bangkok, Thailand, in partial fulfillment of the requirements for the degree of Master of Engineering.
9.
Su, S. Y., and Deininger, R. A. (1972). “Generalization of White's method of successive approximations to periodic Markovian decision processes.” Operations Research, 20(2), 318–336.
10.
Trott, W. J., and Yeh, W. W.‐G. (1973). “Optimization of multiple reservoir system.” J. Hyd. Div., ASCE, 99(10), 1865–1884.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 116Issue 2March 1990
Pages: 233 - 246

History

Published online: Mar 1, 1990
Published in print: Mar 1990

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Authors

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Guna N. Paudyal
Asst. Prof., Div. of Water Resour. Engrg., Asian Inst. of Tech., Bangkok, Thailand
Dinesh L. Shrestha
Res. Assoc., Div. of Water Resour. Engrg., Asian Inst. of Tech., Bangkok, Thailand
Janos J. Bogardi
Prof. and Head, Dept. of Hydr. and Catchment Hydro., Wageningen Agric. Univ., 6709 PA, The Netherlands

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