Elsevier

Journal of Hydrology

Volume 268, Issues 1–4, 1 November 2002, Pages 177-191
Journal of Hydrology

The method of self-determined probability weighted moments revisited

https://doi.org/10.1016/S0022-1694(02)00174-9Get rights and content

Abstract

Haktanir originally introduced the method of self-determined probability weighted moments as an extension of the traditional method of probability weighted moments for parameter estimation. While this method possesses many advantages, his algorithms introduced certain mathematical manipulations for numerical convenience or based upon special knowledge of the behavior of a data sample. Also, some of these algorithms relied upon inputs from numerical tables that are not widely accessible. To improve the usefulness of this method, new algorithms have been developed that directly implement the relevant equations and do not rely upon external results. In this paper, we show that these features extend the applicability of self-determined probability weighted moments without loss of accuracy in the parameter estimates. Examples from flood peak analysis and extreme wind speed estimation are presented.

Introduction

The problem of estimating the parameters of a probability distribution from a sample is crucial to many fields of science and engineering, particularly for predicting future behavior of a phenomenon from previously observed behavior. A wide variety of methods have been developed to perform parameter estimation; see, e.g. Rao and Hamed, 2000 for a discussion of some commonly used methods. Despite the efforts of many researchers, there is an on-going need to create a method that is easily used, has the flexibility to accommodate many different distributions, and can produce accurate and robust parameter estimates from (frequently limited) sets of data.

The method of self-determined probability weighted moments (Haktanir, 1997) was originally introduced as an extension of the traditional method of probability weighted moments (Greenwood et al., 1979) for parameter estimation. One goal of the self-determined probability weighted moment (SD-PWM) method was to enhance the accuracy of the probability weighted moment (PWM) method by more fully utilizing the mathematical properties of the underlying probability distribution. (This could also provide an informal ‘test’ of the appropriateness of the assumed distribution in describing the data, as explained more fully in Section 2.) In addition, the SD-PWM method could more accurately account for variations in the data sample, thus improving the parameter estimation. Haktanir (1997) documented the improved performance of the SD-PWM method over the PWM method and the maximum likelihood method by estimating parameters from five distributions (generalized extreme-value (GEV), log-logistic (LL), three parameter lognormal (LN3), and Pearson type three (P3), and Gumbel) using annual flood data from a location in Turkey.

Because of the general complexity of the SD-PWM equations to be solved, Haktanir introduced numerical algorithms to determine the SD-PWM parameter estimates. While these algorithms are for the most part direct implementations of the SD-PWM equations, certain mathematical manipulations were introduced for numerical convenience or based upon special knowledge of the behavior of a data sample. Moreover, some of these algorithms relied upon multiple inputs from numerical tables that are published in journals that are not widely accessible. While not detracting from the accuracy of his results, all of these features make the algorithms harder to use and potentially susceptible to problems when applied to other types of data.

In an attempt to simplify and unify the enforcement of the definition of SD-PWMs across the various distributions, new SD-PWM algorithms have been developed for each distribution. These new algorithms are entirely self-contained and directly implement the theoretical equations for the SD-PWM method with no modifications. They rely upon powerful and efficient numerical techniques for integration and root finding implemented in the software package matlab® (1999), thus assuring accuracy and wide accessibility. These new algorithms have been tested both on Haktanir's original flood data and on extreme wind speed data, and their performance is assessed below. In general, the new algorithms perform as well as Haktanir's original ones, and they are shown to eliminate certain problems that were found in the Haktanir's implementation. Thus, these new algorithms should be more appropriate for general use in parameter estimation while not sacrificing the quality of Haktanir's approach.

The organization of the paper is as follows. In Section 2, we describe the theory of both probability weighted moments and self-determined probability weighted moments, highlighting the advantages that the latter method should have over the former. Section 3 gives implementation details for three of the distributions and points out differences with Haktanir's approach. In Section 4, results of testing of the new algorithms are reported. Finally, conclusions and future directions of the research are discussed in Section 5.

Section snippets

Probability weighted moments

For a given probability distribution, its probability weighted moments Mp,r,s are defined asMp,r,s=E[XpFr(1−F)s]=01[x(F)]pFr(1−F)sdFwhere F=F(x,φ1,φ2,…,φk)=P(Xx) is the cumulative distribution function having φ1,φ2,…,φk as parameters, x(F) is the inverse cumulative distribution function, and p, r, and s are integers. Two particular sets of PWMs, αs and βr, are usually considered:αs≡M1,0,s=01x(F)(1−F)sdF=∫x(1−F)sf(x)dxandβr≡M1,r,0=01x(F)FrdF=∫xFrf(x)dxwhere f(x)=f(x,φ1,φ2,…,φk) is the

SD-PWM algorithms

In this section, the basic ideas and equations for the new SD-PWM algorithms are presented. To simplify the discussions of the algorithm development, a uniform set of variables is used for the distribution parameters: a, the shape parameter; b, the scale parameter; and c, the location parameter. The only deviation from this standardized set is seen in the three-parameter log–normal distribution (LN3). For LN3, the location parameter c is maintained, but the traditional LN3 variables μy and σy

Algorithm analysis

As an example of parameter estimation by the method of SD-PWMs, Haktanir (1997) determined the SD-PWMs parameter estimates for all five distributions mentioned in Section 3 using a 51-element sample of annual flood peaks from the 902-Beskonak station on the Kopru creek in southern Turkey. The algorithms presented here were tested with the 902-Beskonak data, and the resulting estimates were compared to the estimates given by Haktanir (1997). For the Gumbel, GEV, and LL algorithms, the parameter

Conclusions

The method of self-determined probability weighted moments holds much promise in enhancing the ability to estimate distribution parameters, particularly for ‘extreme’ phenomena where data is often limited. Haktanir's work has demonstrated notable improvements over the probability weighted moments method and other methods. In order for the method to become widely accepted, however, it should be implemented in a clear and easily understood way, rely as little as possible upon secondary sources of

Acknowledgements

Special thanks are given to Prof. Khaled H. Hamed of Cairo University for providing the invaluable computer program used to estimate parameters for the method of moments, maximum likelihood method, and the probability weighted moments method. We thank Prof. A. Ramachandra Rao of Purdue University for obtaining the program and giving helpful discussions of its use and other aspects of parameter estimation. Finally, thanks are given to Dr. Jonathan R. Hosking of the T.J. Watson Research Center,

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