Generalized MLE per Martins and Stedinger

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Generalized MLE per Martins and Stedinger Martins ES and Stedinger JR. (March 2000). Generalized maximum-likelihood generalized extreme-value quantile estimators for hydrologic data. Water Resources Research 36(3):737 744. (henceforth, 2000P) Martins ES and Stedinger JR. (October 2001). Generalized maximum-likelihood Pareto-Poisson estimators for partial duration series. Water Resources Research 37(10):2551 2557. (henceforth, 2001P) http://www.ral.ucar.edu/staff/ericg/readinggroup.html

Outline Overview of Applications (both papers); predominantly flood frequency analysis (2001P) Overview of GEV (2000P)/PDS,AMS (2001P) Review Estimation methods with brief comparison from previous studies Theoretical properties of parameters Lit. Review (2000P) Transformations between GEV/GPD (2001P) Small samples (both papers) Small sample simulation GMLE Results

Overview of GEV/PDS: Review Extremal Types Theorem: X 1,..., X n random sample from any distribution. Pr{ max{x 1,..., X n } b n a n z} G(z) as n where G(z) is one of three types of distributions. I. (Gumbel) G(z) = exp{ exp [ ( )] z b a }, < z <. II. (Fréchet) G(z) = exp{ ( ) z b α}, a z > b and 0 otherwise. III. (Weibull) exp{ [ ( ) α ] z b a }, z < b and 1 otherwise. (where a > 0, α > 0 and b are parameters).

Overview of GEV/PDS: Review Extremal Types Theorem The above three distributions can be combined into a single family of distributions. [ ( )] z µ 1/ξ G(z) = exp{ 1 + ξ } σ G is called the generalized extreme value distribution (GEV). Three parameters: location (µ), scale (σ) and shape (ξ). These papers use ξ for location, α for scale and κ for shape Also, κ is parametrized differently. Specifically, κ = ξ from the above representation.

Overview of GEV/PDS: Theoretical properties of parameters Negative Shape Zero Shape Positive Shape Frequency 0 200 400 600 Frequency 0 200 400 600 800 Frequency 0 500 1000 1500 3 1 1 2 3 4 2 0 2 4 6 8 0 20 40 60 80

Overview of GEV/PDS: Theoretical properties of parameters 1. The GEV is only defined when 1 + ξ ( ) z µ σ > 0. 2. Range of data is dependent upon unkown parameters! Hence, regularity conditions for MLE do not necessarily hold. (a) For ξ > 0, µ σ/ξ x. (b) For ξ < 0, x µ σ/ξ. 3. For ξ 0.5 desirable asymptotic properties of efficiency and normality of MLE s hold. 4. If ξ < 1, the density as µ σ/ξ approach the largest observation. 5. Even under 2a above, the MLE can perform satisfactorily if the likelihood is modified; but does not help for small samples.

Overview of GEV/PDS: Estimation methods Hosking et al. (1985) showed L-moments to be superior for GEV to MLE in terms of bias and variance for small sample sizes (n = 15 to n = 100). Madsen et al. show MOM quantile estimators have smaller RMSE for 0.30 < ξ < 0.25 than both LM and MLE when estimating the 100-year event with n [10, 50]; with MLE preferable for ξ < 0.3 and n 50. It is straightforward to incorporate censored data (covariates) into MLE; but not with LM/MOM.

Overview of GEV/PDS: Generalized Pareto Distribution (GPD) Exceedance Over Threshold Model For X random (with cdf F ) and a (large) threshold u Pr{X > x X > u} = 1 F (x) 1 F (u) Then for x > u (u large), the GPD is given by 1 F (x) 1 F (u) [1 + ξ (x u)] 1/ξ σ

Overview of GEV/PDS: Transformations between GEV/GPD (2001P) (Here, taken from extremes toolkit tutorial using the ξ = κ parameterization of GEV). etc... log λ = 1 ξ log{1 + ξu µ σ } σ = σ + ξ(u µ)

Small sample simulation

Small sample simulation

GMLE Coles and Dixon (1999) L pen (µ, σ, ξ) = L(µ, σ, ξ) P (ξ), where P (ξ) = I ξ 0 1 + I 0<ξ<1 exp{ λ( 1 1 ξ 1)α } Martins and Stedinger (2000, 2001) where π(ξ) is a Beta prior. GL(µ, σ, ξ x) = L(µ, σ, ξ) π(ξ),

GMLE As sample size increases, information in the likelihood should dominate the GMLE estimator, so that MLE and GMLE asymptotically have the same desirable properties.

Results (2000P) For ξ 0, GMLE does better than MOM and LM at estimating quantiles. If ξ < 0, then a more appropriate prior should be used with GMLE. For ξ = 0.10, two-parameter GEV/MLE is better than three-parameter GEV/GMLE (in a narrow region). (2001P) For ξ 0, GMLE performs about the same for both PDS and AMS; superior to other quantile estimators. MOM is just as good for ξ = 0 and better for ξ 0. Two-parameter PDS/exponential-Poisson MLE is better than three-parameter PDS/GP GMLE in a narrow region.

That s all! Unless you want more.

Estimation methods Maximum Likelihood Estimation (MLE) Method of L Moments Bayesian estimation

MLE Assuming Z 1,..., Z m are iid random variables that follow the GEV distribution the log-likelihood is given by the following. l(µ, σ, ξ) = m log σ ( 1 + 1 ξ ) mi=1 log [ 1 + ξ ( )] z i µ σ [ ( )] m i=1 1 + ξ zi µ 1/ξ σ

L Moments Probability Weighted Moments (PWM) M p,r,s = E [X p {F (X)} r {1 F (X)} s ] L-moments are based on the special cases α r = M 1,0,r and β r = M 1,r,0. Specifically, let x(u) be the quantile function for a distribution, then: α r = 1 0 x(u)(1 u) r du β r = 1 0 x(u)u r du Compare to ordinary moments: E(X r ) = 1 0 {x(u)}r du.

L-moments Much more to it, but the moments derived in the paper come from: λ 1 = α 0 = β 0, λ 2 = α 0 2α 1 = 2β 1 β 0 and λ 3 = α 0 6α 1 + 6α 2 = 6β 2 6β 1 + β 0 More generally λ r = 1 0 x(u) r 1 k=0 ( 1) r k 1 (+k 1)! du (k!) 2 (r k 1)!

Alternatively For n = 1, X 1:1 estimates location. If distribution is shifted to larger values, then X 1:1 is expected to be larger. (Hence, λ 1 = E(X 1:1 )) For n = 2, X 2:2 X 1:1 estimates scale (dispersion). If dist n is tightly bunched, small value. (Hence, λ 2 = 1 E(X 2 2:2 X 1:2 )) For n = 3, X 3:3 2X 2:3 + X 1:3 measures skewness. (i.e., X 3:3 X 2:3 X 2:3 X 1:3 ). (Hence, λ 3 = 1 E(X 3 3:3 2X 2:3 + X 1:3 )) And in general, r 1 λ r = r 1 ( 1) j (r 1)! j!(r j 1)! E(X r j:r) j=0

For more on L-Moments Hosking JRM and Wallis JR. 1997. Regional Frequency Analysis: An Approach Based on L-Moments. Cambridge University Press.

Some References Applied Introductory references to extreme value statistical analysis Coles S. 2001. An Introduction to Statistical Modeling of Extreme Values. Springer. Gilleland E and Katz, RW. 2005. Tutorial to Extremes Toolkit. http://www.assessment.ucar.edu/toolkit Katz RW, Parlange MB, and Naveau P. 2002. Statistics of extremes in hydrology. Advances in Water Resources, 25:1287 1304. Smith RL. 2002. Statistics of extremes with applications in environment, insurance and finance. http://www.stat.unc.edu/postscript/rs/semstatrls.pdf