Skip to main content

A Frequency and Duration Constrained Model for the Optimization of a Single Reservoir Operation

  • Chapter
Stochastic and Statistical Methods in Hydrology and Environmental Engineering

Part of the book series: Water Science and Technology Library ((WSTL,volume 10/2))

  • 299 Accesses

Abstract

This paper provides an optimization model which, when designing with the reservoir operation rule, can minimize the expected welfare loss per period. The model can fall into the category of the so-called chance-constrained model, whereby two different types of chances, i.e., ‘expected drought duration’ and ‘drought frequencies’, are explicitly taken into account by defining two types of state variables. These state variables designate the maximum available amounts of water for release and specify the occurrence of a drought. The model can be formulated in the form of a stochastic linear programming model. A practical approximation method is presented to purify the mixed strategies for a single reservoir operation.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 169.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 219.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 219.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Askew, A.J. (1974) “Chance-constrained dynamic programming and the optimization of water resources system”, Water Resources Research 10 (6), 1099–1106.

    Article  Google Scholar 

  • Hashimoto, T., Stedinger, J. R. and Loucks, D. P. (1982) “Reliability, resiliency, vulnerability criteria for water resource system performance evaluation”, Water Resources Research 18 (1), 14–20.

    Article  Google Scholar 

  • Little, J. D. C. (1955) “The use of storage water in hydroelectric system”, Operations Research 3, 187–197.

    Article  Google Scholar 

  • Lloyd, E. H. (1963) “Reservoirs with serially correlated inflows”, Technometrics 5 (1), 85–93.

    Google Scholar 

  • Loucks, D. P. (1968) “Computer models for reservoir regulations”,Journal of the Sanitary Engineering Division, ASCE, 94(SA4), 657–669.

    Google Scholar 

  • Loucks, D. P. and Falkson, L. M. (1970) “A comparison of some dynamic, linear and policy iteration methods for reservoir operation”, Water Resources Bulletin 6 (3), 384–400.

    Article  Google Scholar 

  • Moran, P. A. P. (1954) “A probability theory of dams and storage systems”, Australian Journal of Applied Science 5, pp. 116–124.

    Google Scholar 

  • Prabhu N. U. (1964) “Time-dependent results in storage theory”, Journal of Applied Probability 1, 1–46.

    Article  Google Scholar 

  • Rossman, L. (1977) “Reliability-constrained dynamic programming and randomized release rules in reservoir management”, Water Resources Research 13 (2), 247–255.

    Article  Google Scholar 

  • Sniedovic, M. (1979) “Reliability-constrained reservoir control problems, 1. Methodological issues”, Water Resources Research 15 (6), 1574–1582.

    Article  Google Scholar 

  • Sniedovic, M. (1980) “A variance-constrained reservoir control problem”, Water Resources Research 16 (2), 271–274.

    Article  Google Scholar 

  • Tatano, H. and Okada, N. (1990) “Reliability analysis and evaluation of river-basin systems with reference to safety against drought”, Proc. of the International Symposium on Water Resource Systems Application, 64–73.

    Google Scholar 

  • Tatano, H., Okada, N. and Kawai, H. (1992) “Optimal operation model of a single reservoir with drought duration explicitly concerned”, Stochastic Hydrology and Hydraulics, 6 (2), 123–134.

    Article  Google Scholar 

  • Yakowitz, S. (1982) “Dynamic programming applications in water resources”, Water Resources Research 18 (4), 673–696.

    Article  Google Scholar 

  • Yeh, W. W-G. (1985) “Reservoir management and operation models: a state-of-the-art review”, Water Resources Research 21 (12), 1797–1818.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 1994 Springer Science+Business Media Dordrecht

About this chapter

Cite this chapter

Tatano, H., Okada, N., Yoshikawa, K., Kawai, H. (1994). A Frequency and Duration Constrained Model for the Optimization of a Single Reservoir Operation. In: Hipel, K.W., Fang, L. (eds) Stochastic and Statistical Methods in Hydrology and Environmental Engineering. Water Science and Technology Library, vol 10/2. Springer, Dordrecht. https://doi.org/10.1007/978-94-017-3081-5_28

Download citation

  • DOI: https://doi.org/10.1007/978-94-017-3081-5_28

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-90-481-4380-1

  • Online ISBN: 978-94-017-3081-5

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics