Repeat Problem 1 assuming that the annual rain depths follow a log–Pearson Type III distribution. For statistics use the mean, standard deviation, and skew of the logarithms of annual rain at Richmond.
Problem 1
Repeat Problem 2 using random generation to generate a 46-year synthetic sequence of annual ram depths that has a normal CDF curve with a mean and standard deviation equal to those of the annual rain data for Richmond from Table 3.1.
Problem 2
Use the annual rain depths from Table 3.1 to generate a 46-year sequence of synthetic annual rain depths for Richmond using Rippl’s mass curve assumption.
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