TECHNICAL PAPERS
Aug 1, 1988

Generalized Method of Moments Applied to LP3 Distribution

Publication: Journal of Hydraulic Engineering
Volume 114, Issue 8

Abstract

The log‐Pearson type 3 (LP3) distribution is recommended in the United States by the Water Resources Council (WRC) as the parent distribution to maximum annual flood series. The parameter estimation technique proposed for this distribution consists in applying a logarithmic transformation to the observed flood sample and then applying the method of moments to these logarithmic values using moments of order 1, 2, and 3 (mean, variance, and coefficient of skew) in log space. Other methods have been proposed which use only moments in real space such as the mean, variance, geometric mean, harmonic mean, etc. of the observed sample, or combination of moments in real and log space (method of “mixed moments”). There are many other versions of the method of moments which have yet to be explored and evaluated. To help motivate this kind of exploration, we derive a general formula for the variance of the T‐year event XT obtained by a method called the Generalized Method of Moments (GMM) which combines any three moments of the LP3 distribution. We also present a special case of the GMM which we call the Sundry Averages Method (SAM) which uses the harmonic, geometric, and arithmetic means of the distribution.

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References

1.
Benson, M. A. (1968). “Uniform flood frequency estimating methods for federal agencies.” Water Re sour. Res., 4(5), 891–908.
2.
Bobée, B. (1973). “Sample error of T‐year events computed by fitting a Pearson type 3 distribution.” Water Resour. Res., 9(5), 1264–1970.
3.
Bobée, B. (1975). “The log‐Pearson type 3 distribution and its application in hydrology.” Water Resour. Res., 11(5), 681–689.
4.
Bobeé, B. (1979). Comment on “Fitting the Pearson type 3 distribution in practice,” by J. Buckett and F. R. Oliver. Water Resour. Res., 15(3), 730.
5.
Bobée, B., and Boucher, P. (1981). “Calculation of the variance of an event with return period T: case of the LP3 and log‐gamma distributions fitted by the method of moments applied to data in real space.” Report No. 135, INRS‐Eau, P.O. Box 7500, Ste‐Foy, Québec, Canada (in French).
6.
Harter, H. L. (1969). “A new table.of percentage points of the Pearson type 3 distribution.” Technometrics, 2(1), 177–187.
7.
Hoshi, K., and Burges, S. J. (1981). “Approximate estimation of the derivative of a standard gamma quantile for use in confidence interval estimates.” J. Hydrol., 53, 317–325.
8.
Kendall, M. G., and Stuart, A. (1963). The advanced theory of statistics, Vol. 1. Charles Griffin, London.
9.
Kirby, W. (1974). “Algebraic boundedness of sample statistics.” Water Resour. Res., 10(2), 220–222.
10.
Phien, H. N., and Hira, M. A. (1983). “Log Pearson type‐3 distribution: Parameter estimation.” J. Hydrol., 64, 25–37.
11.
Phien, H. N., and Hsu, L. C. (1985). “Variance of the T‐year event in the log‐Pearson type 3 distribution.” J. Hydrol., 77, 141–158.
12.
Piegorsch, W. W., and Casella, G. (1985). “The existence of the first negative moment.” The American Statistician, 39(1), 60–62.
13.
Rao, D. V. (1980). “Log Pearson type 3 distribution: Method of mixed moments.” J. Hydraul. Div. ASCE, 106(6), 999–1019.
14.
Shenton, L. R., and Bowman, K. O. (1977). Maximum likelihood estimation in small samples. Griffin's Statistical Monographs and Courses No. 38, Alan Stuart, ed.
15.
W.R.C. (U.S. Water Resources Council) (1967). A uniform technique for determining flood flow frequencies. U.S. Water Resour. Counc., Bull. No. 15, Washington, D.C.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 114Issue 8August 1988
Pages: 899 - 909

History

Published online: Aug 1, 1988
Published in print: Aug 1988

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Authors

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Bernard Bobee
Prof., Institut National de la Recherche Scientifique (INRS‐Eau), P.O. Box 7500, Ste‐Foy, Quebec, Canada, G1V 4C7
Fahim Ashkar
Res. Assoc., Institut National de la Recherche Scientifique (INRS‐Eau)

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