Discussion of “Log-Pearson Type 3 Distribution and Its Application in Flood Frequency Analysis. II: Parameter Estimation Methods” by V. W. Griffis and J. R. Stedinger
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Hydrologic Engineering
Volume 14, Issue 2
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References
Bobee, B. (1975). “The log-Pearson type 3 distribution and its application in hydrology.” Water Resour. Res., 11(5), 681–689. .
Griffis, V. W., and Stedinger, J. R. (2007a). “Log-Pearson type 3 distribution and its application in flood frequency analysis. I: Distribution characteristics.” J. Hydrol. Eng., 12(5), 482–491.
Griffis, V. W., and Stedinger, J. R. (2007b). “Incorporating climate change and variability into Bulletin 17B LP3 model.” Proc. World Environmental and Water Resources Congress 2007, K. C. Kabbes, ed., ASCE, Reston, Va.
Rao, D. V. (1978). “A criterion for selecting the probability density function of best fit for hydrologic data.” Ph.D. thesis, School of Civil Engineering, Georgia Institute of Technology, Atlanta.
Rao, D. V. (1980). “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., Frontiers in Hydraulic Engineering, H. T. Shen, ed. ASCE, New York, 486–491.
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Published In
Journal of Hydrologic Engineering
Volume 14 • Issue 2 • February 2009
Pages: 207 - 209
Copyright
© 2009 ASCE.
History
Received: Apr 30, 2008
Accepted: May 18, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009
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