Modified Kumaraswamy distribution

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Template:Probability distribution 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 𝜽̂=(α̂,β̂)⊤, 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

Template:Reflist