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Optimal control of a finite dam: average-cost case

  • Lam Yeh (a1)
Abstract

We consider the problem of minimizing the long-run average cost per unit time of operating a finite dam in the class of the policies of the following type. Assume that the dam is initially empty, the release rate is kept at 0 until the dam storage increases to λ, and as soon as this occurs, water is released at rate M, then the output rate is kept at M as long as the dam storage is more than τ and it must be decreased to 0 if the dam storage becomes τ. We assume that the input of water into the finite dam is a Wiener process with non-negative drift μ and variance parameter σ 2. There is a cost in increasing the output rate from 0 to M as well as in decreasing the rate from M to 0 and whenever the dam storage is below level a, there is a penalty cost per unit time depending on the level. A reward is given for each unit of water released. In this paper, the long-run average cost per unit time is determined, and therefore the optimal policy can be found numerically.

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Corresponding author
Postal address: Department of Statistics, The Chinese University of Hong Kong, Shatin, N.T., Hong Kong.
References
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Attia, F. A. and Brockwell, P. J. (1982) The control of a finite dam. J. Appl. Prob. 19, 815825.
Faddy, M. J. (1974) Optimal control of finite dams: discrete (2-stage) output procedure. J. Appl. Prob. 11, 111121.
Karlin, S. and Taylor, H. M. (1981) A Second Course in Stochastic Processes. Academic Press, New York.
Ross, S. M. (1970) Applied Probability Models with Optimization Applications. Holden-Day, San Francisco.
Zuckerman, D. (1977) Two-stage output procedure of a finite dam. J. Appl. Prob. 14, 421425.
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Journal of Applied Probability
  • ISSN: 0021-9002
  • EISSN: 1475-6072
  • URL: /core/journals/journal-of-applied-probability
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