Use the KS GoF procedure, at α ¼ 0.05, to test the annual peak discharges of the Lehigh River at Stoddartsville (m3 /s), given in Table 7.1, for the two-parameter lognormal, one-parameter exponential, Gumbelmax, Pearson type III, and log-Pearson type III models. Use the method of moments to estimate the distributions’ parameters
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