Technical Papers
Oct 24, 2011

Estimation Procedures for the General Extreme Value Distribution for the Maxima: Alternative PWM Method

Publication: Journal of Hydrologic Engineering
Volume 17, Issue 8

Abstract

The moments (MOM1 and MOM2), maximum likelihood (ML), sextiles (SEX1 and SEX2) and probability weighted moments (PWM1 and PWM2) methods for estimating the parameters and quantiles of the general extreme value (GEV) distribution for the maxima were analyzed and compared by using data generation techniques of the type of distribution sampling experiments. Considering variance, bias, and mean square error criteria of estimates of parameters and quantiles, it is concluded that in general for the sample sizes analyzed 9N99 and nonexceedance probabilities in the range 0.90F0.99, the ML method is superior to the other six. However, the simpler methods may be as good depending on the sample size. The PWM2 is a good option to estimate the location and shape parameter, while MOM1 and MOM2 are an alternative when estimating the shape parameter. Thus, for estimating quantiles for N19 the MOM1, MOM2, and PWM2 method compares quite well with the ML method, while for N>19 the PWM2 shows a better performance. When compared with ML, the PWM2 method showed an overall better performance in estimating the quantiles for large negative values of the shape parameter and for small sample sizes.

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Acknowledgments

The author wishes to thank to the Universidad de las Americas, Puebla for the support to publish this paper.

References

Chowdhury, J. U., Stedinger, J. R., and Lu, L.-H. (1991). “Goodness of fit tests for regional generalized extreme value flood distributions.” Water Resour. Res.WRERAQ, 27(7), 1765–1776.
Clarke, R. T. (1973). “Mathematical models in hydrology.” FAO Irrigation and Drainage Paper No. 19, Food and Agricultural Organization of the United Nations, Rome.
de Haan, L., and de Ronde, J. (1998). “Sea and wind: Multivariate extremes at work.” Extremes, 1(1), 7–45.
Gnedenko, B. V. (1967). The theory of probability, 4th Ed., Chelsea, New York.
Greenwood, J. A., Landwher, J., Matalas, N. C., and Wallis, J. R. (1979). “Probability weighted moments: Definition and relation to parameters of several distributions expressable in inverse form.” Water Resour. Res.WRERAQ, 15(5), 1049–1054.
Greis, N. P., and Wood, E. F. (1981). “Regional flood frequency estimation and network design.” Water Resour. Res.WRERAQ, 17(4), 1167–1177.
Gumbel, E. J. (1958). Statistics of extremes, Columbia Univ. Press, New York, 8.
Hosking, J. R. M., and Wallis, J. R. (1997). Regional frequency analysis: An approach based on L-moments, Cambridge Univ. Press, New York.
Hosking, J. R. M., Wallis, J. R., and Wood, E. F. (1985). “Estimation of the generalized extreme value distribution by the method of probability weighted moments.” TechnometricsTCMTA2, 27(3), 251–261.
Jenkinson, A. F. (1955). “The frequency distribution of the annual, maximum (or minimum) values of meteorological elements.” Q. J. R. Meteorol. Soc.QJRMAM, 81, 158–171.
Jenkinson, A. F. (1969). “Estimation of maximum floods.” Chapter 5, World Meteorological Organization, Technical Note 98, World Meteorological Organization, Geneva, 183–227.
Kendall, M. G., and Stuart, T. A. (1979). The advanced theory of statistics, Vol. 2, 4th Ed., Griffin, London.
Lettenmaier, D. P., Wallis, J. R., and Wood, E. F. (1987). “Effect of regional heterogeneity on flood frequency estimation.” Water Resour. Res.WRERAQ, 23(2), 313–323.
Lowery, M. D., and Nash, J. E. (1970). “A comparison of methods of fitting the double exponential distribution.” J. Hydrol. (Amsterdam)JHYDA7, 10(3), 259–275.
Lu, L. H., and Stedinger, J. R. (1992a). “Sampling variance of normalized GEV/PWM quantile estimators and a regional homogeneity test.” J. Hydrol. (Amsterdam)JHYDA7, 138 (1–2), 223–245.
Lu, L. H., and Stedinger, J. R. (1992b). “Variance of two and three parameters GEV/PWM quantile estimators: formulae, confidence intervals and a comparison.” J. of Hydraul., 138(1–2), 247–267.
Maciunas Landwher, J. M., Matalas, N. C., and Wallis, J. R. (1979). “Probability weighted moments compared with some traditional techniques in estimating Gumbel parameters and quantiles.” Water Resour. Res.WRERAQ, 15(5), 1055–1064.
Madsen, H., Pearson, C. P., and Rosbjerg, D. (1997). “Comparison of annual maximum series and partial duration series methods for modeling extreme hydrologic events, 2, regional modeling.” Water Resour. Res.WRERAQ, 33(4), 759–770.
Martins, E. S., and Stedinger, J. R. (2000). “Generalized maximum-likelihood generalized extreme-value quantile estimators for hydrologic data.” Water Resour. Res.WRERAQ, 36(3), 737–744.
Natural Environment Research Council (NERC). (1975). “Flood studies report.” Vol. I, Hydrologic studies, Whitefriars Press, London, 51.
Ochoa, I. D., Bryson, M., and Shen, H. W. (1980). “On the occurrence and importance of paretian-tailed distributions in hydrology.” J. Hydrol. (Amsterdam)JHYDA7, 48(1–2), 53–62.
Prescott, P., and Walden, A. T. (1980). “Maximum likelihood estimation of the parameters of the generalized extreme value distribution.” BiometrikaBIOKAX, 67(3), 723–724.
Raynal, J. A., and Salas, J. D. (1986). “Estimation procedures for the type-1 extreme value distribution.” J. Hydrol. (Amsterdam)JHYDA7, 87(3–4), 315–336.
Raynal-Villasenor, J. A. (1987). “Computation of probability weighted moments estimators for the parameters of the general extreme value distribution (maxima and minima).” Hydrol. Sci. Technol. J., 3(1–3), 47–52.
Stedinger, J. R., and Lu, L.-H. (1995). “Appraisal of regional and index flood quantile estimators.” Stoch. Hydrol. Hydraul.SHHYEK, 9(1), 49–75.
Wallis, J. R. (1980). “Risk and uncertainties in the evaluation of flood events for the design of hydraulic structures.” Piene e Siccita`, Guggino, E., Rossi, G., and Todini, E., eds., Fondazione Politec. del Mediterr, Catania, Italy, 3–36.
Wallis, J. R., and Wood, E. F. (1985). “Relative accuracy of log Pearson III procedures.” J. Hydraul. Eng.JHEND8, 111(7), 1043–1056.
Willeke, G. E., Hosking, J. R. M., Wallis, J. R., and Guttman, N. B. (1995). “The national drought atlas (draft).” IWR Rep. 94-NDS-4, U.S. Army Corps of Engineers, Fort Belvoir, VA.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 17Issue 8August 2012
Pages: 909 - 922

History

Received: Apr 24, 2011
Accepted: Oct 20, 2011
Published online: Oct 24, 2011
Published in print: Aug 1, 2012

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Authors

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Jose A. Raynal-Vellaseñor, Ph.D., F.ASCE [email protected]
Dept. of Civil and Environmental Engineering, Universidad de las Americas, Cholula, Puebla 72820, Mexico. E-mail: [email protected]

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