Fréchet distribution
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Probability density function | |||
|
Cumulative distribution function | |||
| Parameters |
shape. (Optionally, two more parameters) scale (default: ) location of minimum (default: ) | ||
|---|---|---|---|
| Support | |||
| CDF | |||
| Quantile | |||
| Mean | |||
| Median | |||
| Mode | |||
| Variance | |||
| Skewness |
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| Kurtosis |
| ||
| Entropy | where is the Euler–Mascheroni constant. | ||
| MGF | [1] Note: Moment exists if | ||
| CF | [1] | ||
The Fréchet distribution, also known as inverse Weibull distribution,[2][3] is a special case of the generalized extreme value distribution. It has the cumulative distribution function
where α > 0 is a shape parameter. It can be generalised to include a location parameter m (the minimum) and a scale parameter s > 0 with the cumulative distribution function
Named for Maurice Fréchet who wrote a related paper in 1927,[4] further work was done by Fisher and Tippett in 1928 and by Gumbel in 1958.[5][6]
Characteristics
The single parameter Fréchet, with parameter has standardized moment
(with ) defined only for
where is the Gamma function.
In particular:
- For the expectation is
- For the variance is
The quantile of order can be expressed through the inverse of the distribution,
- .
In particular the median is:
The mode of the distribution is
Especially for the 3-parameter Fréchet, the first quartile is and the third quartile
Also the quantiles for the mean and mode are:
Applications
- In hydrology, the Fréchet distribution is applied to extreme events such as annually maximum one-day rainfalls and river discharges.[7] The blue picture, made with CumFreq, illustrates an example of fitting the Fréchet distribution to ranked annually maximum one-day rainfalls in Oman showing also the 90% confidence belt based on the binomial distribution. The cumulative frequencies of the rainfall data are represented by plotting positions as part of the cumulative frequency analysis.

- In decline curve analysis, a declining pattern the time series data of oil or gas production rate over time for a well can be described by the Fréchet distribution.[8]
- One test to assess whether a multivariate distribution is asymptotically dependent or independent consists of transforming the data into standard Fréchet margins using the transformation and then mapping from Cartesian to pseudo-polar coordinates . Values of correspond to the extreme data for which at least one component is large while approximately 1 or 0 corresponds to only one component being extreme.
- In Economics it is used to model the idiosyncratic component of preferences of individuals for different products (Industrial Organization), locations (Urban Economics), or firms (Labor Economics).
Related distributions
- The cumulative distribution function of the Frechet distribution solves the maximum stability postulate equation
- Scaling relations
- If (continuous uniform distribution) then
- If then its reciprocal is Weibull-distributed:
- If then
- If and then
Properties
- The Frechet distribution is a max stable distribution
- The negative of a random variable having a Frechet distribution is a min stable distribution
See also
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References
- ↑ 1.0 1.1 Muraleedharan, G.; Guedes Soares, C.; Lucas, Cláudia (2011). Wright, Linda L.. ed. Sea Level Rise, Coastal Engineering, Shorelines, and Tides. Nova Science Publishers. Chapter 14, pp. 269–276. ISBN 978-1-61728-655-1.
- ↑ Khan, M.S.; Pasha, G.R.; Pasha, A.H. (February 2008). "Theoretical analysis of inverse Weibull distribution". WSEAS Transactions on Mathematics 7 (2): 30–38. http://www.wseas.us/e-library/transactions/mathematics/2008/theoretical.pdf.
- ↑ de Gusmão, Felipe R.S.; Ortega, Edwin M.M.; Cordeiro, Gauss M. (2011). "The generalized inverse Weibull distribution". Statistical Papers (Springer-Verlag) 52 (3): 591–619. doi:10.1007/s00362-009-0271-3. ISSN 0932-5026.
- ↑ Fréchet, M. (1927). "Sur la loi de probabilité de l'écart maximum". Annales Polonici Mathematici 6: 93.
- ↑ Fisher, R.A.; Tippett, L.H.C. (1928). "Limiting forms of the frequency distribution of the largest and smallest member of a sample". Proceedings of the Cambridge Philosophical Society 24 (2): 180–190. doi:10.1017/S0305004100015681. Bibcode: 1928PCPS...24..180F.
- ↑ Gumbel, E.J. (1958). Statistics of Extremes. New York, NY: Columbia University Press. OCLC 180577.
- ↑ Coles, Stuart (2001). An Introduction to Statistical Modeling of Extreme Values. Springer-Verlag. ISBN 978-1-85233-459-8. https://books.google.com/books?id=2nugUEaKqFEC&pg=PP1.
- ↑ Lee, Se Yoon; Mallick, Bani (2021). "Bayesian Hierarchical Modeling: Application Towards Production Results in the Eagle Ford Shale of South Texas". Sankhya B 84: 1–43. doi:10.1007/s13571-020-00245-8.
Further reading
- Kotz, S.; Nadarajah, S. (2000). Extreme Value Distributions: Theory and applications. World Scientific. ISBN 1-86094-224-5.
External links
- Hurairah, Ahmed; Ibrahim, Noor Akma; bin Daud, Isa; Haron, Kassim (February 2005). "An application of a new extreme value distribution to air pollution data". Management of Environmental Quality 16 (1): 17–25. doi:10.1108/14777830510574317. ISSN 1477-7835. Bibcode: 2005MEnvQ..16...17H.
- "wfrechstat: Mean and variance for the Frechet distribution". Lund University / Lund Institute of Technology. https://www.maths.lth.se/matstat/wafo/documentation/wafodoc/wafo/wstats/wfrechstat.html.
