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support =<math>x \in (-\infty; +\infty)\!</math>| support =<math>x \in (-\infty; +\infty)\!</math>|
pdf =<math>\frac{1}{\beta}e^{-z-e^{-z}}\!</math><br /> where <math>z=\frac{x-\mu}{\beta}\!</math>| pdf =<math>\frac{1}{\beta}e^{-z-e^{-z}}\!</math><br /> where <math>z=\frac{x-\mu}{\beta}\!</math>|
cdf =<math>1-\exp(-e^{-(x-\mu)/\beta})\!</math>| cdf =<math>\exp(-e^{-(x-\mu)/\beta})\!</math>|
mean =<math>\mu + \beta\,\gamma\!</math>| mean =<math>\mu + \beta\,\gamma\!</math>|
median =<math>\mu - \beta\,\ln(\ln(2))\!</math>| median =<math>\mu - \beta\,\ln(\ln(2))\!</math>|
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The ] of the Gumbel distribution is The ] of the Gumbel distribution is


:<math>F(x;\mu,\beta) = 1- e^{-e^{-(x-\mu)/\beta}}.\,</math> :<math>F(x;\mu,\beta) = e^{-e^{-(x-\mu)/\beta}}.\,</math>


The mode is μ, while the median is <math>\mu-\beta \ln\left(\ln 2\right),</math> and the mean is given by The mode is μ, while the median is <math>\mu-\beta \ln\left(\ln 2\right),</math> and the mean is given by

Revision as of 20:09, 12 March 2012

Gumbel
Probability density functionProbability distribution function
Cumulative distribution functionCumulative distribution function
Parameters μ {\displaystyle \mu \!} location (real)
β > 0 {\displaystyle \beta >0\!} scale (real)
Support x ( ; + ) {\displaystyle x\in (-\infty ;+\infty )\!}
PDF 1 β e z e z {\displaystyle {\frac {1}{\beta }}e^{-z-e^{-z}}\!}
where z = x μ β {\displaystyle z={\frac {x-\mu }{\beta }}\!}
CDF exp ( e ( x μ ) / β ) {\displaystyle \exp(-e^{-(x-\mu )/\beta })\!}
Mean μ + β γ {\displaystyle \mu +\beta \,\gamma \!}
Median μ β ln ( ln ( 2 ) ) {\displaystyle \mu -\beta \,\ln(\ln(2))\!}
Mode μ {\displaystyle \mu \!}
Variance π 2 6 β 2 {\displaystyle {\frac {\pi ^{2}}{6}}\,\beta ^{2}\!}
Skewness 12 6 ζ ( 3 ) π 3 1.14 {\displaystyle {\frac {12{\sqrt {6}}\,\zeta (3)}{\pi ^{3}}}\approx 1.14\!}
Excess kurtosis 12 5 {\displaystyle {\frac {12}{5}}}
Entropy ln ( β ) + γ + 1 {\displaystyle \ln(\beta )+\gamma +1\!}
MGF Γ ( 1 β t ) e μ t {\displaystyle \Gamma (1-\beta \,t)\,e^{\mu \,t}\!}
CF Γ ( 1 i β t ) e i μ t {\displaystyle \Gamma (1-i\,\beta \,t)\,e^{i\,\mu \,t}\!}

In probability theory and statistics, the Gumbel distribution is used to model the distribution of the maximum (or the minimum) of a number of samples of various distributions. Such a distribution might be used to represent the distribution of the maximum level of a river in a particular year if there was a list of maximum values for the past ten years. It is useful in predicting the chance that an extreme earthquake, flood or other natural disaster will occur.

The potential applicability of the Gumbel distribution to represent the distribution of maxima relates to extreme value theory which indicates that it is likely to be useful if the distribution of the underlying sample data is of the normal or exponential type.

The Gumbel distribution is a particular case of the generalized extreme value distribution (also known as the Fisher-Tippett distribution). It is also known as the log-Weibull distribution and the double exponential distribution (which is sometimes used to refer to the Laplace distribution). It is often incorrectly labelled as Gompertz distribution.

The Gumbel distribution is named after Emil Julius Gumbel (1891–1966)).

Properties

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A piece of graph paper that incorporates the Gumbel distribution.

The cumulative distribution function of the Gumbel distribution is

F ( x ; μ , β ) = e e ( x μ ) / β . {\displaystyle F(x;\mu ,\beta )=e^{-e^{-(x-\mu )/\beta }}.\,}

The mode is μ, while the median is μ β ln ( ln 2 ) , {\displaystyle \mu -\beta \ln \left(\ln 2\right),} and the mean is given by

E ( X ) = μ + γ β , {\displaystyle \operatorname {E} (X)=\mu +\gamma \beta ,}

where γ {\displaystyle \gamma } = Euler–Mascheroni constant {\displaystyle \approx } 0.5772.

The standard deviation is

β π / 6 . {\displaystyle \beta \pi /{\sqrt {6}}.\,}

Standard Gumbel distribution

The standard Gumbel distribution is the case where μ = 0 and β = 1 with cumulative distribution function

F ( x ) = e e ( x ) {\displaystyle F(x)=e^{-e^{(-x)}}\,}

and probability density function

f ( x ) = e x e e x . {\displaystyle f(x)=e^{-x}e^{-e^{-x}}.}

In this case mode is 0, the median is ln ( ln ( 2 ) ) {\displaystyle -\ln(\ln(2))\approx } 0.3665 and the mean is γ {\displaystyle \gamma } , where this is defined above. The standard deviation is

π / 6 {\displaystyle \pi /{\sqrt {6}}\approx } 1.2825.

Generating Gumbel variates

Given a random variate U drawn from the uniform distribution in the interval , the variate

X = μ β ln ( ln ( U ) ) {\displaystyle X=\mu -\beta \ln(-\ln(U))\,}

has a Gumbel distribution with parameters μ and β. This follows from the form of the cumulative distribution function given above.

Related distributions

When the cdf of Y is the converse of the Gumbel standard cumulative distribution, P ( Y y ) = 1 F ( y ) {\displaystyle P(Y\leq y)=1-F(y)} , then Y has a Gompertz distribution.

Application

Fitted cumulative Gumbel distribution to maximum one-day October rainfalls

Gumbel has shown that the maximum value (or first order statistic) in a sample of a random variable following an exponential distribution approaches the Gumbel distribution closer with increasing sample size.

In hydrology, therefore, the Gumbel distribution is used to analyze such variables as monthly and annual maximum values of daily rainfall and river discharge volumes, and also to descibe droughts.

Gumbel has also shown that the estimator r / (n+1) for the probability of an event - where r is the rank number of the observed value in the data series and n is the total number of observations - is an unbiased estimator of the cumulative probability around the mode of the distribution. Therefore, this estimator is often used as a plotting position.

The blue picture illustrates an example of fitting the Gumbel distribution to ranked maximum one-day October rainfalls showing also the 90% confidence belt based on the binomial distribution. The rainfall data are represented by the plotting position r / (n+1) as part of the cumulative frequency analysis.

See also

References

  1. Willemse, W. J. and Kaas, R., "Rational reconstruction of frailty-based mortality models by a generalisation of Gompertz’ law of mortality", Insurance: Mathematics and Economics, 40 (3) (2007), 468–484.
  2. Gumbel, E.J. 1954. "Statistical theory of extreme values and some practical applications". Applied Mathematics Series, 33. U.S. Department of Commerce, National Bureau of Standards.
  3. Ritzema (ed.), H.P. (1994). Frequency and Regression Analysis (PDF). Chapter 6 in: Drainage Principles and Applications, Publication 16, International Institute for Land Reclamation and Improvement (ILRI), Wageningen, The Netherlands. pp. 175–224. ISBN 90 70754 3 39. {{cite book}}: |last= has generic name (help)
  4. Burke, E.J.; Perry R.H.J.; Brown, S.J. (2010) "An extreme value analysis of UK drought and projections of change in the future", Journal of Hydrology
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