Modified Kumaraswamy distribution

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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 αβeαα/x(1eαα/x)β1x2
CDF 1(1eαα/x)β
Quantile ααlog(1(1u)1/β)
Mean αβeαi=0(1)i(β1i)eαiΓ[0,(i+1)α]
Variance α2βeαi=0(1)i(β1i)eαi(i+1)Γ[1,(i+1)α]μ2
MGF αβeαi=0(1)i(β1i)eαi(α+αi)h1Γ[1h,(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

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Probability density function

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The probability density function of the Modified Kumaraswamy distribution is

fX(x;𝜽)=αβxαα/x(1eαα/x)β1x2

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

Cumulative distribution function

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The cumulative distribution function of Modified Kumaraswamy is given by

FX(x;𝜽)=1(1eαα/x)β

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

Quantile function

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The inverse cumulative distribution function (quantile function) is

QX(u;𝜽)=ααlog(1(1u)1/β)

Properties

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Moments

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The hth statistical moment of X is given by:

E(Xh)=αβeαi=0(1)i(β1i)eαi(α+αi)h1Γ[1h,(i+1)α]

Mean and Variance

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

μ=E(X)=αβeαi=0(1)i(β1i)eαiΓ[0,(i+1)α]

And its variance (σ2):

σ2=E(X2)=α2βeαi=0(1)i(β1i)eαi(i+1)Γ[1,(i+1)α]μ2

Parameter estimation

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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:

(𝜽)=nα+nlog(α)+nlog(β)αi=1n1xi2i=1nlog(xi)+(β1)i=1nlog(1eαα/xi).

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

(𝜽)α=n+nα+(β1)eαi=1nxi1xi(eαeα/xi)i=1n1xi

and

(𝜽)β=nβ+i=1nlog(1eαα/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.

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Applications

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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

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References

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  1. ^ a b c Lua error in Module:Citation/CS1/Configuration at line 2172: attempt to index field '?' (a nil value).
  2. ^ Lua error in Module:Citation/CS1/Configuration at line 2172: attempt to index field '?' (a nil value).
  3. ^ Lua error in Module:Citation/CS1/Configuration at line 2172: attempt to index field '?' (a nil value).
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