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Titlebook: Engineering Reliability and Risk in Water Resources; Lucien Duckstein,Erich J. Plate Book 1987 Martinus Nijhoff Publishers, Dordrecht 1987

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Comprehensive Head and Neck Examoir 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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Water Engineering Reliability and Risk: A System Frameworkoir 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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Reliability and Risk in Structuresly that a spillway designed to discharge a 1000-year flood is safe for lesser floods or that it will fail for larger ones. Instead, they assume that the structure is practically safe under all loads if the design load is used and if all measures for increasing the safety are taken into account using “state of the art” methods.
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Water Engineering Reliability and Risk: A System Frameworkructures 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 P
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Engineering Reliability and Risk in Water Resources
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