Abstract
The infinite horizon, optimal design problem of a water resources system is analyzed first under the assumption that the hydrometeorologic inflow process is cyclostationary, and then under the assumption that it is non-stationary. It is shown that in the second case, even if an optimal solution is proved to exist, it cannot be determined. It is finally shown how a near-stationarity assumption can provide a pragmatic solution and that it leads to two alternative inflow models: a stochastic or a setmembership model. It is finally shown how the design problem can be solved when the first model is adopted.
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© 1994 Springer Science+Business Media Dordrecht
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Soncini-Sessa, R. (1994). Design and Control of Water Systems under Unsteady Conditions. In: Duckstein, L., Parent, E. (eds) Engineering Risk in Natural Resources Management. NATO ASI Series, vol 275. Springer, Dordrecht. https://doi.org/10.1007/978-94-015-8271-1_3
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DOI: https://doi.org/10.1007/978-94-015-8271-1_3
Publisher Name: Springer, Dordrecht
Print ISBN: 978-90-481-4441-9
Online ISBN: 978-94-015-8271-1
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