TECHNICAL NOTES
Mar 1, 1991

Reservoir Operations by Successive Linear Programming

Publication: Journal of Water Resources Planning and Management
Volume 117, Issue 2

Abstract

The dynamics of a reservoir system are usually described by the repeated applications of continuity equations. Since the number of variables involved is usually double the number of equations, the feasible solutions of the system are infinite and always lie on the hyperplane determined by the continuity equations. This study shows that the final optimal solutions of SLP can be reached by the introduction of step bounds either on releases or on storages, whichever has the smaller range of variations, and not on both simultaneously, and the continuous reduction of their sizes in the search process. Different search schemes are compared. The search scheme, in which the step sizes ar halved for each new iteration, takes less than half the time to reach an optimum for an example single-resevoir problem than the commonly used search scheme in which the step sizes are only halved when the new solution of LP is less optimal than the previous one.

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References

1.
Bradley, S. P., Hax, A. C., and Magnanti, T. L. (1977). Applied mathematical programming. Addison‐Wesley, Reading, Mass.
2.
Georgakakos, A. P., and Marks, D. H. (1987). “A new method for the real‐time operation of reservoir systems.” Water Resour. Res., 23(7), 1,376–1,390.
3.
Griffith, R. E., and Stewart, R. A. (1961). “A nonlinear programming technique for optimization of continuous processing systems.” Manage. Sci., 7(3), 379–392.
4.
Grygier, J. C., and Stedinger, J. R. (1985). “Algorithm for optimizing hydropower system operation.” Water Resour. Res., 21(1), 1–10.
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Hiew, K. L. (1987). “Optimization algorithms for large‐scale multireservoir hydroelectric systems,” thesis presented to Colorado State University, at Fort Collins, Colo., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
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Palacios‐Gomez, F., Lasdon, L., and Engquist, M. (1982). “Nonlinear optimization by successive linear programming.” Manage. Sci., 28(10), 1,106–1,120.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 117Issue 2March 1991
Pages: 274 - 280

History

Published online: Mar 1, 1991
Published in print: Mar 1991

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Authors

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Tao Tao
Res. Asst., Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario N2L 3G1, Canada
William C. Lennox
Prof., Dept. of Civ. Engrg., Univ. of Waterloo, Waterloo, Ontario N2L 3G1, Canada

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