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b) Problem 9.6. The mean. and the mode of the annual maximum dischargs d river for 20 years record period are given as X 300 m/s respectively. Using the extreme value (Gumbel) and normal probabs distribution functions, solve the problem graphically in order to determine. 277 a) The return period for a discharge of 470 m/s, b) The design discharge for a 25-year return period.
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meo 一 对 e. 490 -2,9.Sti 丨.ss 一一了9.86 ! 二926.261 m/sec dli scharqe

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