| Modified Kumaraswamy | |||
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Probability density function | |||
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Cumulative distribution function | |||
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In probability theory, the Modified Kumaraswamy (MK) distribution is a two-parameter continuous probability distribution defined on the interval (0,1). It serves as an alternative to the beta and Kumaraswamy distributions for modeling double-bounded random variables. The MK distribution was originally proposed by Sagrillo, Guerra, and Bayer [1] through a transformation of the Kumaraswamy distribution. Its density exhibits an increasing-decreasing-increasing shape, which is not characteristic of the beta or Kumaraswamy distributions. The motivation for this proposal stemmed from applications in hydro-environmental problems.
Definitions
Probability density function
The probability density function of the Modified Kumaraswamy distribution is
where , and are shape parameters.
Cumulative distribution function
The cumulative distribution function of Modified Kumaraswamy is given by
where , and are shape parameters.
Quantile function
The inverse cumulative distribution function (quantile function) is
Properties
Moments
The hth statistical moment of X is given by:
Mean and Variance
Measure of central tendency, the mean of X is:
And its variance :
Parameter estimation
Sagrillo, Guerra, and Bayer[1] suggested using the maximum likelihood method for parameter estimation of the MK distribution. The log-likelihood function for the MK distribution, given a sample , is:
The components of the score vector are
and
The MLEs of , denoted by , are obtained as the simultaneous solution of , where is a two-dimensional null vector.
Related distributions
- If , then (Kumaraswamy distribution)
- If , then Exponentiated exponential (EE) distribution[2]
- If , then . (Beta distribution)
- If , then .
- If , then (Exponential distribution).
Applications
The Modified Kumaraswamy distribution was introduced for modeling hydro-environmental data. It has been shown to outperform the Beta and Kumaraswamy distributions for the useful volume of water reservoirs in Brazil.[1] It was also used in the statistical estimation of the stress-strength reliability of systems.[3]
See also
References
- 1 2 3 Sagrillo, M.; Guerra, R. R.; Bayer, F. M. (2021). "Modified Kumaraswamy distributions for double bounded hydro-environmental data". Journal of Hydrology. 603. Bibcode:2021JHyd..60327021S. doi:10.1016/j.jhydrol.2021.127021.
- ↑ Gupta, R.D.; Kundu, D (1999). "Theory & Methods: Generalized exponential distributions". Australian & New Zealand Journal of Statistics. 41 (2): 173–188. doi:10.1111/1467-842X.00072.
- ↑ Kohansal, Akram; Pérez-González, Carlos J; Fernández, Arturo J (2023). "Inference on the stress-strength reliability of multi-component systems based on progressive first failure censored samples". Proceedings of the Institution of Mechanical Engineers, Part O: Journal of Risk and Reliability. 238 (5): 1053–1073. doi:10.1177/1748006X231188075.