Modified Kumaraswamy distribution

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Short description: Continuous probability distribution


Modified Kumaraswamy
Probability density function
Probability density plots of MK distributions, Beta = 0.6
Cumulative distribution function
Cumulative density plots of MK distributions, Beta = 0.6
Parameters α>0 (real)
β>0 (real)
Support x∈(0,1)
PDF αβeα−α/x(1−eα−α/x)β−1x2
CDF 1−(1−eα−α/x)β
Quantile αα−log⁡(1−(1−u)1/β)
Mean αβeα∑i=0∞(−1)i(β−1i)eαiΓ[0,(i+1)α]
Variance α2βeα∑i=0∞(−1)i(β−1i)eαi(i+1)Γ[−1,(i+1)α]−μ2
MGF αβeα∑i=0∞(−1)i(β−1i)eαi(α+αi)h−1Γ[1−h,(i+1)α]

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

fX(x;θ)=αβxα−α/x(1−eα−α/x)β−1x2

where θ=(α,β)⊤ , α>0 and β>0 are shape parameters.

Cumulative distribution function

The cumulative distribution function of Modified Kumaraswamy is given by

FX(x;θ)=1−(1−eα−α/x)β

where θ=(α,β)⊤ , α>0 and β>0 are shape parameters.

Quantile function

The inverse cumulative distribution function (quantile function) is

QX(u;θ)=αα−log⁡(1−(1−u)1/β)

Properties

Moments

The hth statistical moment of X is given by:

E(Xh)=αβeα∑i=0∞(−1)i(β−1i)eαi(α+αi)h−1Γ[1−h,(i+1)α]

Mean and Variance

Measure of central tendency, the mean (μ) of X is:

μ=E(X)=αβeα∑i=0∞(−1)i(β−1i)eαiΓ[0,(i+1)α]

And its variance (σ2):

σ2=E(X2)=α2βeα∑i=0∞(−1)i(β−1i)eαi(i+1)Γ[−1,(i+1)α]−μ2

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 x1,…,xn, is:

ℓ(θ)=nα+nlog⁡(α)+nlog⁡(β)−α∑i=1n1xi−2∑i=1nlog⁡(xi)+(β−1)∑i=1nlog⁡(1−eα−α/xi).

The components of the score vector U(θ)=[∂ℓ(θ)∂α,∂ℓ(θ)∂β] are

∂ℓ(θ)∂α=n+nα+(β−1)eα∑i=1nxi−1xi(eα−eα/xi)−∑i=1n1xi

and

∂ℓ(θ)∂β=nβ+∑i=1nlog⁡(1−eα−α/xi)

The MLEs of θ, denoted by θ^=(α^,β^)⊤, are obtained as the simultaneous solution of U(θ)=0, where 0 is a two-dimensional null vector.

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. ↑ 1.0 1.1 1.2 Sagrillo, M.; Guerra, R. R.; Bayer, F. M. (2021). "Modified Kumaraswamy distributions for double bounded hydro-environmental data". Journal of Hydrology 603. doi:10.1016/j.jhydrol.2021.127021. Bibcode: 2021JHyd..60327021S. 
  2. ↑ 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. 
  3. ↑ 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.