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 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.
Sagrillo, Guerra, and Bayer 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.
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. It was also used in the statistical estimation of the stress-strength reliability of systems.
↑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.