Abstract
A general discrete system representation is used to model the reliability and other incident- or failure-related characteristics of both hydrologic structures and supply schemes. The system model is composed of five sets: (1) input set (controllable and noncontrollable), (2) state, (3) state transition function, (4) output, (5) output function. Emphasis is placed on the latter two sets which consist of performance indices PI and combinations of PI or figures of merit. Examples of PI are type of incident, level of service, quality of service, and cost. Examples of figures of merit are engineering reliability and risk. The framework is applied to a dual-objective reservoir control problem (flood protection versus water supply) in which reservoir operation rules are compared from a multiple criteria viewpoint. Alternative approaches for calculating the criteria based on surplus incidents, deficit incidents or any one of the two types of incidents are discussed.
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© 1987 Martinus Nijhoff Publishers, Dordrecht
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Duckstein, L., Plate, E.J., Benedini, M. (1987). Water Engineering Reliability and Risk: A System Framework. In: Duckstein, L., Plate, E.J. (eds) Engineering Reliability and Risk in Water Resources. NATO ASI Series, vol 124. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-3577-8_1
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DOI: https://doi.org/10.1007/978-94-009-3577-8_1
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