TECHNICAL PAPERS
Nov 1, 1989

Hydropower Optimization Via Sequential Quadratic Programming

Publication: Journal of Water Resources Planning and Management
Volume 115, Issue 6

Abstract

Optimal allocation of powerplant releases during peak demand periods carries an economic advantage in the operation of hydropower systems interconnected to large electrical networks. This paper presents an alternative formulation for determining release strategies when the objective is not maximizing total hydroelectric generation per se, but rather the economic benefit stemming from it. The proposed hydropower problem is formulated within the realm of concave programming without sacrificing realism in the formulation, thus yielding a nonlinear‐concave objective function. A nonlinear mathematical programming technique, sequential quadratic programming (SQP), is used to solve the problem by successive solution of quadratic programming problems. The concave characteristic of the nonlinear objective function is fully exploited by SQP, which exhibits a rapid convergence to the global optimum. An expeditious procedure to formulate the hydropower problem under the SQP framework is also presented. The methodology is tested on an existing multi‐reservoir hydropower system in Argentina. SQP proves very efficient to the extent that only a few minutes are necessary to solve the problem on a microcomputer. Furthermore, SQP is found to be superior to sequential linear programming in the rate of convergency toward the optimal solution.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Bechard, D., et al. (1981). “The Ottawa River regulation modeling system (ORRMS).” Proc. Int. Symp. on Real‐Time Operation of Hydrosystems, 1, Waterloo, Ontario, Canada, June, 179–198.
2.
Becker. L., and Yeh, W. W. (1974). “Optimization of real time operation of multiple reservoir system.” Water Resour. Res., 10(6), 1107–1112.
3.
Díaz, G. E. (1988). “Improved methodologies for hydropower system operation.” Thesis presented to Colorado State University, at Fort Collins, Colo., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
4.
Gottfried, B. S., and Weisman, J. (1973). Introduction to optimization theory. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
5.
Griffith, R. E., and Stewart, R. A. (1961). “A nonlinear programming technique for optimization of continuous processing systems.” Mgmt. Sci., 7(3), 379–392.
6.
Grygier, J. C. (1983). “Optimal monthly operation of hydrosystems.” Thesis presented to Cornell University, at Ithaca, N.Y., in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
7.
Grygier, J. C., and Stedinger, J. R. (1985). “Algorithms for optimizing hydropower system operation.” Water Resour. Res., 21(1), 1–10.
8.
Hicks, R. H., et al. (1974). “Large scale nonlinear optimization of energy capability for the Pacific Northwest hydroelectric system.” IEEE Trans. Power Apparatus and Systems, PAS‐93(5), 1604–1612.
9.
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.
10.
Laufer, F., and Morel‐Seytoux, H. J. (1979). “Optimal weekly releases from a seasonal reservoir, I. Deterministic future.” Water Resour. Res., 15(2), 383–398.
11.
Leifsson, T., and Morel‐Seytoux, H. J. (1981). “User's manual for QPTHOR: A FORTRAN quadratic programming routine.” CER81‐82TL‐HJM37, Hydrowar Program, Colorado State Univ., Fort Collins, Colo., Dec.
12.
Mariño, M. A., and Loaiciga, H. A. (1985). “Quadratic model for reservoir management, application to the Central Valley project.” Water Resour. Res., 21(5), 631–641.
13.
Mohammadi, B., and Mariño, M. A. (1984). “Reservoir operation: Choice of objective function.” J. Water Res. Plng. and Mgmt., ASCE, 110(1), 15–29.
14.
Palacios Gomez, F., Lasdon, L., and Engquist, M. (1982). “Nonlinear optimization by successive linear programming.” Mgmt. Sci., 28(10), 1106–1120.
15.
Powell, M. J. D. (1983). “Variable metric methods for constrained optimization.” Mathematical Programming: The State of the Art, A. Bachem, M. Grotschel, and B. Korte, eds., Springer‐Verlag, New York, N.Y., 288–311.
16.
Roefs, T. G., and Bodin, L. D. (1970). “Multireservoir operation studies.” Water Resour. Res., 6(2), 410–420.
17.
Sniedovich, M. (1982). Comment on “Optimal weekly releases from a seasonal reservoir—I. Deterministic future,” by F. Laufer and H. J. Morel‐Seytoux, Water Resour. Res., 18(2), 442–445.
18.
Wilde, D. J., and Beightler, C. S. (1967). Foundations of optimization. Prentice Hall, Englewood Cliffs, N.J.
19.
Wurbs, R. A. (1985). “Reservoir management and operation models: A state‐of‐theart review and annotated bibliography of system analysis techniques applied to reservoir operation.” Report 136, Texas Water Resour. Inst., Texas A&M Univ., College Station, Tex., June.
20.
Yakowitz, S. (1985). “Dynamic programming applications in water resources.” Water Resour. Res., 18(4), 673–696.
21.
Yeh, W. W. (1985). “Reservoir management and operation models: A state‐of‐theart review.” Water Resour. Res., 21(12), 1797–1818.
22.
Yeh, W. W., Becker, G. L., and Chu, W. S. (1979). “Real‐time hourly reservoir operation.” J. Water Res. Plng. and Mgmt., ASCE, 105(2), 187–203.

Information & Authors

Information

Published In

Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 115Issue 6November 1989
Pages: 715 - 734

History

Published online: Nov 1, 1989
Published in print: Nov 1989

Permissions

Request permissions for this article.

Authors

Affiliations

Gustavo E. Díaz, Associate Member, ASCE
Res. Assoc., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO 80523
Darrell G. Fontane, Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Colorado State Univ., Fort Collins, CO

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share