Gauge X was temporarily moved in January 1975 and will be returned to its original location in January 1979. Adjust the record for the period from 1975 to 1978 using the records at gauges D, E, F, F and G. Annual rainfall (cm) E Year D F G X 1969 21 19 20 23 17 1970 27 24 27 29 24 28 23 1971 29 27 29 25 1972 25 23 26 22 1973 19 22 17 23 16 1974 21 20 18 22 20 1975 23 20 22 25 24 1976 17 16 18 20 20 1977 18 16 18 20 22 1978 22 19 20 25 25

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Probability, risk and uncertainty analysis for hydrological design

It gives a framework that is financially critical for finding the exceptional designs of hydrological systems with a reduced cost in total inclusive of the project cost and the disaster mitigation cost. But there would be hardly any assessment of a decent quality damage function. Hence, errors in demonstrating the hydrologic events, incorrect model parameters, and so on may occur. Here, we will discuss a specific hydrological design that of a detention basin for studying and understanding the risk-based procedure, uncertainties, and probability analysis by following a systematic framework.