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Jan 1, 1996

Selection of Parameter-Estimation Method for LP3 Distribution

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Publication: Journal of Irrigation and Drainage Engineering
Volume 122, Issue 1

Abstract

The quantile prediction accuracy of the log-Pearson type III (LP3) distribution depends largely on the accuracy of the parameter-estimation method used. The performance of a parameter-estimation method, on the other hand, depends on both the individual population chosen from the LP3 family and the sample size. In this study Monte Carlo experiments were conducted to evaluate four parameter-estimation methods that are frequently used in hydrological analysis. The four methods tested are the method of indirect moments (MMI), the method of mixed moments (MIX), the method of direct moments (MMD), and a modification of MMI using optimization techniques (MMO). A quantile ratio index (QRI) was devised to identify the limits (sample size and LP3 population subset) within which each of these methods will perform best. This study suggests that when QRI ≤ 1.14, MMI or MMO should be used for sample size N ≤ 30, MIX for 30 <N< 100, and any of the four methods for N ≥ 100. When QRI > 1.14, MMO is recommended for N ≤ 30, MIX for 30 <N< 100, and MIX, MMO, or MMI for N ≥ 100. An application procedure was also developed and successfully applied to 10 randomly selected sites in Louisiana.

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References

1.
Arora, K., and Singh, V. P. (1989). “A comparative evaluation of the estimators of the log Pearson type 3 distribution.”J. Hydro., Amsterdam, The Netherlands, Vol. 105, 19–37.
2.
Bobee, B.(1975). “The log-Pearson type 3 distribution and its application hydrology.”Water Resour. Res., 11(5), 681–689.
3.
Bobee, B., and Robitaille, R.(1975). “Correction of bias in the estimation of the coefficient of skewness.”Water Resour. Res., 11(6), 851–854.
4.
Bobee, B., and Robitaille, R.(1977). “The use of Pearson type 3 and log-Pearson type 3 distributions revised.”Water Resour. Res., 13(2), 427–443.
5.
Chowdhury, J. U., and Stedinger, J. R.(1991). “Confidence interval for design floods with estimated skew coefficient.”J. Hydr. Engrg., ASCE, 117(7), 811–831.
6.
Cunnane, C. (1978). “Unbiased plotting positions—a review.”J. Hydro., Amsterdam, The Netherlands, Vol. 37, 205–222.
7.
Dalrymple, T. (1960). “Flood frequency analyses. Manual of hydrology, Part 3.”Water Supply Paper 1543-A, U.S. Geological Survey, Washington, D.C.
8.
Greenwood, J., Landwehr, J., Matalas, N., and Wallis, J. (1979). Probability weighted moments: definition and relation to parameters of several distributions expressible in inverse form.”Water Resour. Res., 15(5), 1049–1054.
9.
Greis, P., and Wood, E.(1981). “Regional flood frequency estimation and network design.”Water Resour. Res., 17(4), 1167–1177.
10.
Hosking, J. R. M. (1986). “The theory of probability weighted moments.”IBM Res. Rep. RC12210, IBM Corp., Armonk, N.Y.
11.
Hosking, J. R. M. (1989). “L-moments: analysis and estimation of distributions using linear combinations of order statistics.”J. Statistical Soc., 5(3).
12.
Interagency Advisory Committee on Water Data. (1982). “Guidelines for determining flood flow frequency.”Bull. 17B, Hydrology Subcommittee, Ofc. of Water Data Coordination, U.S. Geological Survey, Reston, Va.
13.
International Mathematical and Statistical Library (IMSL). (1981). Reference manuals, 9th Ed., Vol. 1–4.
14.
Jain, D. (1986). “A comparative evaluation of methods of flood frequency analysis and estimation of parameters,” MS thesis, Civ. Engrg. Dept., Louisiana State Univ., Baton Rouge, La.
15.
Kebaili-Bargaoui, Z.(1994). “Comparison of some estimation methods in frequency analysis.”J. Hydr. Engrg., ASCE, 120(2), 228–235.
16.
Kite, G. W. (1976). “Reply on comments on `Confidence limits for design events.”' Water Resour. Res., 12(4), 826.
17.
Kite, G. W. (1978). Frequency and risk analysis in hydrology . Water Resources Publications, Fort Collins, Colo.
18.
Kuczera, G.(1982). “Robust flood frequency models.”Water Resour. Res., 18(2), 315–325.
19.
Landwehr, J., Matalas, N., and Wallis, J.(1979). “Probability weighted moments compared with some traditional techniques in estimating gumbel parameters and quantiles.”Water Resour. Res., 15(5), 1055–1064.
20.
Matalas, N. C., and Wallis, J. R.(1973). “Eureka! It fits a Pearson type 3 distribution.”Water Resour. Res., 9(2), 281–289.
21.
Naghavi, B., and Yu, F. X. (1992). “Flood frequency analysis using optimization techniques.”LTRC Rep. No. 249, Louisiana Transp. Res. Ctr., Baton Rouge, La.
22.
Naghavi, B., Singh, V. P., and Yu, F. X. (1991). “LaDOTD 24-hour rainfall frequency maps and I-D-F curves.”LTRC Rep. No. 236, Louisiana Transp. Res. Ctr., Baton Rouge, La.
23.
Naghavi, B., Yu, F. X., and Singh, V. P.(1993). “Comparative evaluation of frequency distributions for Louisiana extreme rainfall.”Water Resour. Bull., 29(2), 211–219.
24.
Rao, D. V.(1980). “Log-Pearson type 3 distribution: a generalized evaluation.”J. Hydr. Engrg., ASCE, 106(5), 853–872.
25.
Singh, V. P., and Singh, K. (1985). “Derivation of the Pearson type (PT) III distribution by using the principle of maximum entropy (POME).”J. Hydrol., Amsterdam, The Netherlands, Vol. 80, 197–214.
26.
Stedinger, J.(1983). “Estimating a regional flood frequency distribution.”Water Resour. Res., 19(2), 503–510.
27.
U.S. Water Resources Council (USWRC). (1967). “Guidelines for determining flood flow frequency.”Bull. No. 15, Hydrology Subcommittee, Washington, D.C.
28.
Wallis, J. R., and Wood, E. F.(1985). “Relative accuracy of log-Pearson III procedures.”J. Hydr. Engrg., ASCE, 111(7), 1043–1056.
29.
Wallis, J. R., Matalas, N. C., and Slack, J. R.(1974). “Just a moment!”Water Resour. Res., 10(2), 211–219.
30.
Wilson, E. B., and Hilferty, M. M. (1931). “The distribution of Chi-square.”Proc., 17, Nat. Acad. of Sci., Washington, D.C., 684–688.
31.
Yu, F. X., and Singh, V. P. (1993). “An efficient and derivative-free algorithm for finding the minimum of a 1-D user-defined function.”Advances in Engrg. Software, Vol. 16, 161–169.
32.
Yu, F. X., Naghavi, B., Singh, V. P., and Wang, G.-T. (1994). “MMO: an improved estimator for Log-Pearson type 3 distribution.”Stochastic Hydro. and Hydr., Vol. 8, 219–231.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 122Issue 1January 1996
Pages: 24 - 30

History

Published online: Jan 1, 1996
Published in print: Jan 1996

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Authors

Affiliations

Babak Naghavi, Associate Member, ASCE
Technol. Transfer Administrator, Louisiana Transp. Res. Ctr., 4101 Gourrier Ave., Baton Rouge, LA 70808.
Fang Xin Yu
Res. Assoc., Louisiana Transp. Res. Ctr., 4101 Gourrier Ave., Baton Rouge, LA.

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