Discussion of “Log-Pearson Type Distribution and Its Application in Flood Frequency Analysis. I: Distribution Characteristics” by V. W. Griffis and J. R. Stedinger
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Hydrologic Engineering
Volume 14, Issue 3
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References
Bobee, B., and Robitaille, R. (1975). “Correction of bias in the estimation of the coefficients of skewness.” Water Resour. Res., 11(4), 851–854.
Rao, D. V. (1980a). “Log Pearson type 3 distribution: A generalized evaluation.” J. Hydr. Div., 106(5), 853–872.
Rao, D. V. (1980b). “Log Pearson type 3 distribution: Method of mixed moments.” J. Hydr. Div., 106(6), 999–1019.
Rao, D. V. (1981). “Three-parameter probability distributions.” J. Hydr. Div., 107(3), 339–358.
Rao, D. V. (1983). “Three-parameter probability distribution of best hydrologic bounds.” Proc., Conference on Frontiers in Hydraulic Engineering, H. T. Shen, ed., ASCE, New York, 486–491.
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© 2009 ASCE.
History
Received: Apr 22, 2008
Accepted: May 2, 2008
Published online: Mar 1, 2009
Published in print: Mar 2009
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Note. Associate Editor:
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Donthamsetti Veerabhadra Rao, Ph.D., P.E., M.ASCE
Senior Engineering Scientist, St. Johns River Water Management District, 4049 Reid Street, Palatka, FL 32177; BCI Engineers and Scientists, Lakeland, FL. E-mail: [email protected]
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