TECHNICAL PAPERS
Feb 1, 2009

Log-Pearson Type 3 Distribution and Its Application in Flood Frequency Analysis. III: Sample Skew and Weighted Skew Estimators

Publication: Journal of Hydrologic Engineering
Volume 14, Issue 2

Abstract

The accuracy of flood quantile estimates is constrained by the data available at a site. To improve the accuracy of quantile estimators, Bulletin 17B recommends combining the station skew with a regional skew using the inverse of their mean square errors (MSEs) as weights. While these weights can yield the minimum MSE skewness estimator, they do not provide the minimum MSE quantile estimators except when the true at-site skew is zero. In this paper, optimal weights which provide minimum MSE quantile estimators are derived. A Monte Carlo experiment illustrates the value of different weighting schemes and the value of using an informative regional skew. For reasonable values of the regional skew, the MSE of quantile estimators is reduced when the sample skew is combined with an informative regional skew. Modest improvements in the MSE of quantile estimates are obtained using optimal quantile weights rather than the MSE-skew weights. When the regional skew is actually very informative, there is a large loss of efficiency for positively skewed populations when either weight is incorrectly computed using a regional skew estimation error of 0.302 as recommended by the map in Bulletin 17B. Approximations for the MSE, variance, and bias of sample skewness estimators are provided with accuracies on the order of ±0.1% . In addition, a factor for unbiasing skewness estimators for γ1.414 is developed for use in regional skew studies.

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Acknowledgments

The writers gratefully acknowledge support provided by a Water Resources Institute Internship Award No. UNSPECIFIED02HQGR0128 by the U.S. Geological Survey, U.S. Department of the Interior. They would also like to thank Tim Cohn and David Goldman for their comments and encouragement.

References

Bobee, B. (1973). “Sample error of T-year events computed by fitting a Pearson type 3 distribution.” Water Resour. Res., 9(5), 1264–1270.
Bobee, B., and Robitaille, R. (1975). “Correction of bias in the estimation of the coefficient of skewness.” Water Resour. Res., 11(6), 851–854.
Chowdury, J. U., and Stedinger, J. R. (1991). “Confidence interval for design floods with estimated skew coefficient.” J. Hydraul. Eng., 117(7), 811–831.
Griffis, V. W. (2003). “Evaluation of log-Pearson type 3 flood frequency analysis methods addressing regional skew and low outliers.” MS thesis, Cornell Univ., Ithaca, N.Y.
Griffis, V. W., and Stedinger, J. R. (2007a). “Evolution of flood frequency analysis with Bulletin 17.” J. Hydrol. Eng., 12(3), 283–297.
Griffis, V. W., and Stedinger, J. R. (2007b). “The 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. (2007c). “The log-Pearson type 3 distribution and its application in flood frequency analysis. II: Parameter estimation methods.” J. Hydrol. Eng., 12(5), 492–500.
Griffis, V. W., Stedinger, J. R., and Cohn, T. A. (2004). “LP3 quantile estimators with regional skew information and low outlier adjustments.” Water Resour. Res., 40, W07503.
Gruber, A. M., and Stedinger, J. R. (2008). “Models of LP3 regional skew, data selection, and Bayesian GLS regression.” Proc., World Environmental & Water Resources Conf. 2008, R. Babcock and R. Walton, eds., ASCE, Reston, Va., Paper No. 596.
Hardison, C. H. (1974). “Generalized skew coefficients of annual floods in the United States and their application.” Water Resour. Res., 10(4), 745–751.
Interagency Committee on Water Data (IACWD). (1982). “Guidelines for determining flood flow frequency.” Bulletin 17-B. (revised and corrected), Hydrology Subcommittee, Washington, D.C.
Kite, G. W. (1976). “Reply to Comment on confidence limits for design events.” Water Resour. Res., 12(4), 826.
Lall, U., and Beard, L. R. (1982). “Estimation of Pearson type 3 moments.” Water Resour. Res., 18(5), 1563–1569.
Loucks, D. P., Stedinger, J. R., and Haith, D. A. (1981). Water resource systems planning and analysis, Prentice-Hall, Englewood Cliffs, N.J.
Martins, E. S. P. R., and Stedinger, J. R. (2002). “Efficient regional estimates of LP3 skew using GLS regression.” Proc., ASCE Environment, and Water Resource Institute, ASCE, Reston, Va.
McCuen, R. H. (1979). “Map skew.” J. Water Resour. Plng. and Mgmt. Div., 105(WR2), 269–277.
Pope, B. F., Tasker, G. D., and Robbins, J. C. (2001). “Estimating the magnitude and frequency of floods in rural basins of North Carolina—Revised.” Water-Resources Investigations Rep. No. 01-4207, U.S. Geological Survey, Reston, Va.
Rasmussen, P. P., and Perry, C. A. (2000). “Estimation of peak streamflows for unregulated rural streams in Kansas.” Water-Resources Investigation Rep. No. 00-4079, U.S. Geological Survey, Reston, Va.
Reis, D. S., Jr., Stedinger, J. R., and Martins, E. S. (2003). “Bayesian GLS regression with application to LP3 regional skew estimation.” Proc., World Water and Environ. Resources Congress 2003, P. Bizier and P. DeBarry, eds., ASCE, Reston, Va.
Reis, D. S., Jr., Stedinger, J. R., and Martins, E. S. (2004). “Operational Bayesian GLS regression for regional hydrologic analyses.” Proc., Critical Transitions in Water and Environmental Resources Management World Water & Environmental Resources Congress, G. Sehlke, D. F. Hayes, and D. K. Stevens, eds., ASCE, Reston, Va.
Reis, D. S., Jr., Stedinger, J. R., and Martins, E. S. (2005). “Bayesian generalized least squares regression with application to log Pearson type 3 regional skew estimation.” Water Resour. Res., 41, W10419.
Stedinger, J. R., and Griffis, V. W. (2008). “Flood frequency analysis in the United States: Time to update.” J. Hydrol. Eng., 13(4), 199–287.
Tasker, G. D. (1978). “Flood frequency analysis with a generalized skew coefficient.” Water Resour. Res., 14(2), 373–376.
Tasker, G. D., and Stedinger, J. R. (1986). “Estimating generalized skew with weighted least squares regression.” J. Water Resour. Plann. Manage., 112(2), 225–237.
Tung, Y. K., and Mays, L. W. (1981). “Generalized skew coefficients for flood frequency analysis.” Water Resour. Bull., 17(2), 262–269.
Wallis, J. R., Matalas, N. C., and Slack, J. R. (1974). “Just a moment!” Water Resour. Res., 10(2), 211–219.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 14Issue 2February 2009
Pages: 121 - 130

History

Received: Mar 5, 2007
Accepted: May 25, 2008
Published online: Feb 1, 2009
Published in print: Feb 2009

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Authors

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V. W. Griffis [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Michigan Technological Univ., 1400 Townsend Dr., Houghton, MI 49931-1295 (corresponding author). E-mail: [email protected]
J. R. Stedinger [email protected]
Professor, School of Civil and Environmental Engineering, Cornell Univ., Hollister Hall, Ithaca, NY 14853-3501. E-mail: [email protected]

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