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. 2024 Apr 17;10(8):e27659. doi: 10.1016/j.heliyon.2024.e27659

Bivariate q- generalized extreme value distribution: A comparative approach with applications to climate related data

Laila A Al-Essa a, Abdus Saboor b, Muhammad H Tahir c, Sadaf Khan c,, Farrukh Jamal c, Ahmed Elhassanein d
PMCID: PMC11636799  PMID: 39669292

Abstract

The premise of extreme value theory focuses on the stochastic behaviour and occurrence of extreme observations in an event that is random. Traditionally for univariate case, the behaviour of the maxima is described either by the types-I, types-II or types-III extreme value distributions, primarily known as the Gumbel, Fréchet or reversed Weibull models. These are all particular cases of the generalized extreme value (GEV) model. However, in real-world scenario, these incidents take place as a consequence of concurrent dependent random events, where the relationship between the two variables is unidirectional or asymmetrical. [1] introduced a rigorous univariate extension of GEV distribution involving an additional parameter, the q− generalized extreme value (qGEV) distribution, as well as the q− Gumbel distribution. The prime interest of this paper lies in conceptualizing a novel approach to model bi-variate (EV) data, arising naturally from independent qGEV random variables. This is achieved via the transformation of variables technique by establishing the resulting supports. Concisely, a technique is developed to model interdependent bivariate observations consisting of extreme values in terms of qGEV probability density functions. Besides, we employed the suggested technique to a bivariate flood data set and demonstrate the competitiveness of the proposed bivariate qGEV. Additionally, conventional method to propose the newly defined bivariate (qGEV) distribution with bivariate q− Gumbel distribution (a special case for ξ0) has also been established with related inferences and application to climate data.

Keywords: Generalized extreme value distributions, Goodness–of–fit statistic, Gumbel distribution, Bi-variate distribution, Moments, Monte Carlo simulation

Nomenclature

GEV

generalized extreme value

q−GEV

q− generalized extreme value distribution

bi-variateEV

bi-variate extreme value

CDF

Cumulative Distribution Function

PDF

Probability Density Function

MLE'

Maximum Likelihood Estimate

BIqGEV

Conventional bivariate q-generalized extreme value

BIq-Gumbel

Conventional bivariate q-Gumbel distribution

JCDF

Joint CDF of BIqGEV

AIC

Akaike Information Criterion

CAIC

Corrected Akaike Information Criterion

BIC

Bayesian Information Criterion

HQIC

Hannan-Quinn Information Criterion

1. Introduction

Long-lasting changes to earth's climatic patterns, such as adjustments to temperature, precipitation, and atmospheric conditions, are collectively referred to as climate change. Over the past century, human activities, particularly the combustion of petroleum and other fossil fuels and logging, have substantially boosted the levels of emissions of greenhouse gases in the atmosphere. More heat is trapped by this strengthened greenhouse effect, causing global warming and ensuing modifications to weather cycles. The repercussions of climate change are vast spanning ecological concerns, extreme weather events, accelerating sea levels, and disturbances to communities. Encouraging sustainable habits, regulatory measures, and multilateral attempts to reduce the negative consequences of climate change and adapt to changing environmental circumstances have made addressing it a vital global priority. In order to secure a sustainable future for the world, there is an urgency to address climate change effects encompassing collective policies to the interdependence of ecological, social, and economic systems.

The aspect of triggered frequent occurrences of extreme events such as earthquakes, floods, hurricanes, droughts etc in a variety of scientific domains involving time-dependent hazards is colossal, prompting an increase in attention to study non-stationary stochastic processes. It comprises of the statistical modelling of extremely unlikely occurrences at some threshold level (maxima or minima) alongside the assessment of tail-related risk measures thereafter. In univariate case, generally the asymptotic behaviour of the maxima is characterized by GEV model defined on unbounded and bounded support for type-I (Gumbel), type-II (Fréchet) and type-III (reversed Weibull) distributions, respectively. The cumulative distribution function (CDF) and the probability density function (PDF) of the GEV(m,s,ξ)=GEV(μ,σ,ξ) distributions is given, respectively, as

F(x;s,m,ξ)={e[1+ξ(sxm)]1/ξ,ξ0ee(sxm)1/ξ,ξ0 (1)

and the PDF is given by

f(x;s,m,ξ)={s[ξ(m+sx)+1]1ξ1e1+ξ(sx+m)1/q,ξ0se[e(m+sx)]e(msx),ξ0 (2)

with m=μ/σ as a location parameter; s=1σ as scale parameter and ξ as the power parameter, having following support of the distributions defined on Eq. (3) as:

x{(ms1ξs,),ξ>0,(,),ξ0,(,ms1ξs),ξ<0. (3)

The power parameter ξ influences the tail behaviour of the EV distribution, where there is virtually little chance that anything will transpire. There are certain fields of application where the GEV distribution is referred as the Fisher-Tippet [2] distribution, named after Ronald Fisher and L. H. C. Tippet who scripted the three distinctive forms. Joints with collar plates operating at normal temperature or at a higher temperature may attain their optimum durability by utilizing the density of the GEV distribution was examined by the authors in [3]. Yet GEV are often restricted to employing Gumbel distribution as a predominant model to quantify extreme events. In [4], the authors employed the Gumbel distribution in modelling the score statistics of global sequence alignment. The authors in [5] studied the health implications of climate-related shifts in extreme event exposure, a scientific domain previously unexplored in contemporary literature. In [6], the authors produced a detailed review focussing the applications of Gumbel distribution in real world scenario. For further reading, the readers are referred to the work in [7], [8], [9], [10], [11], [12]. The functional form for all three distributions was discovered by [13]. The sub-families defined by ξ=0, ξ>0 and ξ<0 corresponds to the Gumbel, Fréchet and Reversed Weibull families, respectively. The corresponding CDFs of these families are shown in Eq. (4), (5) and (6) as follows

• When ξ=0, Gumbel or type-I extreme value distribution

F(x;s,m,0)=ee(sxm)forx (4)

• For ξ=1σ>0 and y=1+ξ(sxm), Fréchet or type-II extreme value distribution

F(y;s,m,α)={e(y)α,y>0,0y0 (5)

• If ξ=1σ<0 and y=[1+ξ(sxm)], Reversed Weibull or type-III extreme value distribution

F(y;s,m,α)={e(y)α,y<0,1y0 (6)

Remark 1

The theory here relates to maxima and the distribution being discussed is an extreme value distribution for maxima. The GEV distribution for minima can be obtained, for example by substituting (-x) for x in the distribution functions and subtracting from one. The GEV distribution is frequently employed to represent the risk of extreme, rare events in finance (to model jumps in the stock market), insurance (to determine the distribution of claims), hydrology (for predicting flood levels), seismology and other fields of scientific investigation including economics, material sciences, telecommunications, engineering and time series modelling. Most recent application in structural engineering includes the adoption of GEV model to determine the maximum capacity values of X-joints reinforced with outer rings at low and high temperatures by [14]; to explore the stress-strength relationship of tube joints in out-of-plane and in-plane bending loads in [15] and [16] among others. Here are some relationships involving the GEV distribution:

  • If XGEV(μ,σ,0) then mX+bGEV(mμ+b,mμ,0).

  • If XGumbel(μ,σ) then XGEV(μ,σ,0).

  • If XWeibull(σ,μ) then μ(1σlogXσ)GEV(μ,σ,0).

  • If XGEV(μ,σ,0) then σexp(Xμμσ)Weibull(σ,μ).

  • If XExponential(1) then μσlog(X)GEV(μ,σ,0)

  • If XGEV(α,β,0), and YGEV(α,β,0) then XYlogistic(0,β).

  • If XGEV(α,β,0), and YGEV(α,β,0) then X+Ylogistic(2α,β).

For the basic distributional properties of the extreme value distributions and consideration on their numerous applications, the reader is referred to [17], [18], [19] and [20].

In practice, however, the GEV distribution is desired for modelling certain types of data sets with more flexible forms that ought computationally. These extended models are referred to as q-analogues of the distributions of origin, with an additional parameter denoted by q incorporated in their density functions. In the same vein, Provost et al. The qGEV and q− Gumbel distributions, initially, was synthesized by the authors in [1]. The CDF and PDF of the qGEV and q-Gumbel (letting ξ0) distributions which generalize Eq. (1) and Eq. (2) are respectively given by

F(x;s,m,q,ξ)={[1+q{ξ(m+sx)+1}1/ξ]1/q,ξ0,q0(1+qe(m+sx))1/q,ξ0,q0 (7)
f(x;s,m,q,ξ)={s[1+ξ(m+sx)]1ξ1{1+q[ξ(m+sx)+1]1/ξ}1q1,ξ0,q0sesx+m(1+qesx+m)1q+1,ξ0,q0, (8)

where xSX(i) for i=1,2,...,6 and SX(i) is the support of the distribution as follows:

SX(i)={(ms1ξs,),ξ>0,q>0,(,ms1ξs),ξ<0,q>0,((q)ξ1ξs+ms,),ξ>0,q<0,((q)ξ1ξs+ms,ms1ξs),ξ<0,q<0,(,),ξ0,q>0,(mln(q)s,),ξ0,q<0. (9)

Much of the extreme value literature is dedicated to univariate case yet these events may be the outcome of two simultaneous events, casually termed as bi-variate random variables. For example, an abrupt vertical shift in the ocean floor usually triggers a tsunami; a sudden rise in atmospheric temperature may cause wildfires; an earthquake can cause a nuclear accident; a drought may affect the ecology in a region. In such instances, bi-variate distribution is aptly utilized to give probabilities for simultaneous outcomes of the two random variables which may be deemed as dependent. Relatively, only a handful amount of work in references [21], [22], [23], [24], [25], [26], [27], [28], has been conducted on bivariate-(EV) theory or q(GEV) which is quite surprising. With the hope to bridge this literary void, we put our prime focus to introduce a bi-variate qGEV distribution via a novel as well as classical approach. The article is articulated as: The theoretical foundations to constitute a novel bivariate q- extended distribution with bi-variate qGEV (a special case) distributions are presented in Section 2; further, the resultant model is applied on a real life data set related to flood frequency level (section 2.2); Section 3 comprises of conventional bi-variate extension of qGEV. The related inference regarding the parameters is conducted with the help of simulation analysis and the model is applied to climate data; Lastly, some conclusive remarks are summarized concisely in section 4 with final remarks.

2. Bivariate qGEV distribution: a novel approach

We are hereby introducing the bivariate qGEV and q− Gumbel distributions based on Eq. (7) and Eq. (8), respectively. First, we assume that the variables are independently distributed and then we consider the correlated case. The PDF of the qGEV and q− Gumbel (obtained by letting ξ0 in the qGEV model) distributions are given by:

fi(xj)=fi(xj;sj,mj,ξj,qj)={sj(1+ξj(sjxjmj))1ξj1(1+qj(ξj(sjxjmj)+1)1ξj)1qj1,ξjo,qj0sjexpmjsjxj(1+qjexpmjsjxj)1qj1,ξj0,qj0

where i=1,...,6, depending on the support of the distribution, and j=1,2 (corresponding to the two components of the bivariate case being discussed) and xjSXj(i) where SXj(i) is the support of the distributions as specified below:

SXj(i)={(mjsj1ξjsj,),ξj>0,qj>0, for i=1,(,mjsj1ξjsj),ξj<0,qj>0, for i=2,((qj)ξj1ξjsj+mjsj,),ξj>0,qj<0, for i=3,((qj)ξj1ξjsj+mjsj,mjsj1ξjsj),ξj<0,qj<0, for i=4,(,),ξj0,qj>0, for i=5,(mjln(qj)sj,),ξj0,qj<0, for i=6. (10)

2.1. Functional decomposition of qGEV and q-Gumbel distributions

Constructing a theoretical bivariate distribution has always been a challenging problem, as it may involve some dependency between variables, which has to be accounted for. We now introduce a novel methodology in order to construct a bi-variate qGEV distribution. Consider two independent variables Z1 and Z2 with σ=1 and μ=0 and their PDFs denoted by g1(z1) on SZ1(i1) and g2(z2) on SZ2(i2) for i1,i2=1,2,...,6 and apply the transformation:

(x1x2)=(σ11σ12σ12σ22)12(z1z2)+(θ1θ2) (11)

where σj1j2=E[(Xj1E(Xj1))(Xj2E(Xj2))],forj1,j2=1,2, and (σ11σ12σ12σ22)12 =(α11α12α12α22)

Letting

Σ(σ11σ12σ12σ22)

denotes the covariance matrix of X=(X1,X2), the inverse transformation is

(z1z2)=Σ1/2(x1θ1x2θ2) (12)

One has z1=β11(x1θ1)+β12(x2θ2) and z2=β12(x1θ1)+β22(x2θ2).

Due to Eq. (12), the resulting correlated bivariate density function is

h(x1,x2)=g1(β11(x1θ1)+β12(x2θ2))g2(β12(x1θ1)+β22(x2θ2))|Σ1/2|. (13)

The density defined in Eq. (13) on the image of SZ1i1SZ2i2 is denoted by SX throughout the manuscript.

Case 1: This case the original support is SZSZ1i1SZ2i2=(a1,)(a2,) with i1,i2=1,3,6 in Eq. (9).

When σj1j20 for j1,j2=1,2 and the determinant of the matrix, σ11σ12σ1220; then the line z1=a1 and z2>b1 can be represented as l1 and we have the following equations

x1=α11a1+α12a2+θ1x2=α12a1+α22a2+θ2

These equations are equivalent to

α22α12x1=α22α12α11a1+α22z2+α22α12θ1 (14)
x2=α12a1+α22z2+θ2 (15)

On subtracting Eq. (14) from Eq. (15), we obtain the transformed line

l1˜:x2=α22α12x1+(α12α22α12α11)a1+θ2α22α12θ2+α12θ1

Using the same procedure to find the transformed line when z2=b1 and z1>a1 which is represented by l2, we have

l2˜:x2=α12α11x1+(α22α122α11)b1+θ2α12α11θ1 (16)

To determine the transformed intersection point (a1˜,b1˜), we let Eq. (15)= Eq. (16), and then

a1˜:x1=α11a1+α12b1+θ1

b1˜:x2=α12a1+α22b1+θ2

Thus, under the transformation Eq. (11), the transformed region SX is bounded by the two lines

l1:z1=a1 and z2>b1l1˜:x2=α22α12x1(α11α22α122)a1α12+θ2α22α12θ1 and x2>b2˜ the intersection point being

(a1˜,b1˜)=(α11a1+α12b1+θ1,α12a1+α22b1+θ2).

We observe that the slope of l1˜ is α22α12 and for l2˜ is α12α11; therefore both slopes have the same sign which depends on the sign of α12. Fig. 1 presents the original support and the mapped supports depending on whether α12 is positive or negative.

Figure 1.

Figure 1

Original and transformed supports for Case 1 with positive and negative α12.

Case 2: In this case, the original support is SZSZ1(2)SZ2(2)=(,a2)(,b2), as defined in Eq. (10).

Applying the transformation Eq. (11), the region SX is bounded by the lines

l3:z1=a1 and z2<b1l3˜:x2=α22α12x1(α11α22α122)a1α12+θ2α22α12θ1 and x2<b1˜

l4:z2=b2 and z1<a1l4˜:x2=α12α11x1+(α11α22α122)b2α11+θ2α12α11θ1 and x2<a2˜

and the intersection point is (a2,b2)(a2˜,b2˜) =(α11a2+α12b2+θ2,α12a2+α22b2+θ2)

If αij0 for i,j=1,2 and the determinant of the matrix, α11α22α1220. The resulting supports are shown in Fig. 2

Figure 2.

Figure 2

Original and transformed supports for Case 2 with positive and negative α12.

If for αij0i,j=1,2 and the determinant of the matrix, α11α22α1220. The resulting supports are shown in Fig. 2.

Case 3: This case, the original support is SZ=SZ1(4)SZ2(4)=(a1,a2)(b1,b2), as defined in Eq. (10).

Applying the transformation Eq. (11), the region SX is bounded by the four lines and the four corners.

l1:z1=a1 and b1<z2<b2l1˜:x2=α22α12x1(α11α22α122)a1α12+θ2α22α12θ1 and b1˜<x2<a2˜

l2:z2=b1 and a1<z1<b2l2˜:x2=α12α11x1+(α11α22α122)b1α11+θ2α12α11θ1 and a1˜<x2<a2˜

l3:z1=a2 and b1<z2<b2l3˜:x2=α22α12x1+(α11α22α122)a2α12+θ2α22α12θ1 and b1˜<x2<b2˜

l4:z2=b2 and a1<z1<a2l4˜:x2=α12α11x1+(α11α22α122)b2α11+θ2α12α11θ1 and a1˜<x2<a2˜

(ai,bj)(ai˜,bj˜) =(α11ai+α12bj+θ1,α12ai+α22bj+θ2) where i,j=1,2.

The resulting four-sided supports are shown in Fig. 3.

Figure 3.

Figure 3

Original and transformed supports for Case 3 with positive and negative α12.

Case 4: This case, the original support ZXSZ1(5)SZ1(5)=(,)(,), that is i1=i2=5 and the transformed support remains the entire real plane.

The cases discussed above are for both variables coming from the same support type. Now we consider different supports for each variable.

Case 5: In this case, the original support ZX=SZ1(5)SZ2(1)=(,)(b1,) that is i1=5 i2=1,3,6.

Applying the transformation Eq. (11), the region SX has only a bottom boundary that is represented by the line l1˜.

l1:z2=b1l1˜:x2=α12α11+(α11α22α122)b1α11+θ2α12α11θ1.

The original and resulting supports are shown in Fig. 4.

Figure 4.

Figure 4

Original and transformed supports for Case 5 with positive and negative α12.

Case 6: In this case, the original support is ZXSZ1(5)SZ2(4)=(,)(b1,b2), that is i1=5 i2=4.

Applying the transformation Eq. (12), the region SX is bounded by the two horizontal lines.

l1:z2=b1l1˜:x2=α12α11x1+(α11α22α122)b1α11+θ2α12α11θ1.

l2:z2=b2l2˜:x2=α12α11x1+(α11α22α122)b2α11+θ2α12α11θ1.

The original and resulting two-sided supports are shown in Fig. 5.

Figure 5.

Figure 5

Original and transformed supports for Case 6 with positive and negative α12.

2.2. Modelling the bivariate flood data

Due to variations in temperature, radiation and wind speeds, climate change has a potent effect on how water supplies are transported and disseminated. Extreme hydrological occurrences, such as droughts and floods, are thus directly impacted by climate change. There are additional elements which influence runoff in a river basin, such as land use changes, water conservation initiatives and the expansion of water resources among others, that also alter regional water circulation. The authors in [29] explored an intriguing relationship of flood peak and flood volume in an interesting liaison of climatic and catchment processes. The data under consideration, studied by [30], comprises on n=77 of the maxima of the two variables observed during the period of 1990 to 1995 in the Madawaska basin, Quebec, Canada. Assume that X=(X1,X2) is a continuous bivariate random vector whose distribution has mean (θ1,θ2) and covariance matrix ∑. The standardized transformation is applied in order to remove the correlation between the two arbitrary variables as follows

(z1z2)=Σ12(x1θ1x2θ2),

where Σ12(β11β12β12β22) is the inverse of the symmetric square root of ˆ the estimated covariance matrix of X.

The product of the density estimates of Z1 and Z2, g1(z1)g2(z2) serves an initial approximation.

The inverse transformation given by the following equation:

(x1x2)=Σ12(z1z2)+(θ1θ2)

is then applied and the resulting pdf estimate of the original variables is

h(x1,x2)=g1(β11(x1θ1))+g2(β12(x1θ1))((β12(x1θ1))+(β22(x2θ2))|12| on SX1(5)SX5(5).

The Fréchet, GEV and qGEV (including the limiting case of q− Gumbel) models were fitted to the standardized variables in Fig. 6. The preferred model was identified as the q-Gumbel distribution for each variable whose support is S5. The MLE s of the parameters in Table 1 were acquired by maximizing the log-likelihood function using Mathematica.

Figure 6.

Figure 6

The histogram of marginal distribution of Z1 (6-a) & Z2 (6-b) with three fitted PDFs.

Table 1.

Estimation of the parameters for the bivariate Flood data.

Distribution ML Estimates
Fre´chet(α,β,μ) αˆ1=1912.4 βˆ1=1479.56 μˆ1=1478.36
αˆ2=184.905 βˆ2=143.352 μˆ2=140.593
GEV(s,m,ξ) sˆ1=1.004 mˆ1=1.3 ξˆ1=0.283
sˆ2=1.04 mˆ2=2.946 ξˆ2=0.225
q − Gumbel (s,m,q) sˆ1=1.751 mˆ1=2.836 qˆ1=0.924
sˆ2=1.436 mˆ2=4.311 qˆ2=0.487

Table 2 comprises of standard model validation criterions including Akaike Information criterion (AIC), Corrected Akaike Information criterion (CAIC), Bayesian Information criterion (BIC) and Hannan-Quinn Information criterion (HQIC), respectively. These metrics indicate how effectively a model captures the underlying relationships and patterns in the data in comparison to other models. The visualizations in Figure 6, Figure 7 in conjunction with the empirical findings suggests that the proposed q-Gumbel model performs notably well as compared to the models. It is pertinent to note that while the proposed methodology might have its significance, one must keep in mind the fragile nature of the relationship between the two variable being linear, violation of which may lead to inaccurate modelling of the bivariate data. Therefore, the suggested approach may not be considered appropriate for capturing non-linear or intricate phenomena.

Table 2.

Fit indices for the bivariate flood data.

Distribution AIC AICC BIC HQIC
Fre´chet(α,β,μ) 2329.84 2330.17 2336.87 2332.657
GEV(s,m,ξ) 2337.33 2337.66 2344.36 2340.146
q-Gumbel (s,m,q) 2283.89 2284.22 2290.92 2286.705

Figure 7.

Figure 7

Kernel density plot of the original bivariate data (7-a) with joint density estimate obtained from the fitted qGEV model (7-b) superimposed on a histogram of the original data.

3. Bivariate qGEV : conventional approach

Recently, in references [31], [32], [33], [34], a more conventional approach has been adopted to introduce bivariate extensions of univariate models. The models defined through this framework are somewhat cumbersome. We label the bivariate qGEV as BiqGEV distribution, in this section to differentiate from the previous section. For ξ0, let us recall the qGEV and q-Gumbel distributions in Eq. (1) and Eq. (2), respectively, as

F(x;s,m,q,ξ))={[1+q{ξ(m+sx)+1}(1/ξ)](1/q),ξ0,  q0(1+qem+sx)(1/q)ξ0,q0

and

f(x;s,m,q,ξ))={s{1+ξ(m+sx)}1ξ1[1+q{1+ξ(m+sx)}1ξ]1q1,ξ0,  q0semsx(1+qemsx){1+(1/q)},ξ0,  q0

where c,k,α,β>0 and x>0.

3.1. BiqGEV and Biq-Gumbel models: core functions

Let (X,Y) be a two dimensional random vector, s,m>0 and 1<δ1+δ3<1,1<δ2+δ3<1. It is said that (X,Y) has BIqGEV distribution with parameters s,m,ξ,q and denoted by (X,Y)BIqGEV, if its joint CDF (JCDF) and joint PDF (JPDF) are given by

F1(x,y;s,m,q,ξ)=[1+q{1+ξ(m+sx)}(1/ξ)](1/q)×[1+(δ1+δ3){[1+q{1+ξ(m+sx)}(1/ξ)](1/q)+1}+(δ2+δ3){[q{1+ξ(m+sy)}(1/ξ)+1](1/q)+1}]

and

f1(x,y;s,m,ξ,q)=s2[1+ξ(m+sx)](1/ξ)1[1+ξ(m+sy)]{1+(1/ξ)}×[1+q{1+ξ(m+sx)}(1/ξ)]{1+(1/q)}[1+q{1+ξ(m+sy)}(1/ξ)]{1+(1/q)}×[1+(δ1+δ3)(12(1+q(ξ(m+sx)+1)1/ξ)(1/q))+(δ2+δ3){12[1+q{1+ξ(m+sy)}(1/ξ)](1/q)}]

where ξ0, and q0. It is said that (X,Y) has BIq-Gumbel distribution and denoted by (X,Y)BIqGumbel, if its JCDF and JPDF are given by

F2(x,y;s,m,q)=[1+qemsx](1/q)[1+qemsy](1/q)×[1+(δ1+δ3){1[1+qemsx](1/q)}+(δ2+δ3){1(1+qemsy)(1/q)}], (17)
f2(x,y;s,m,q)=s2e2ms(x+y)(1+qemsx)(1/q)1(1+qemsy)1q1×[1+(δ1+δ3){12(1+qemsx)(1/q)}+(δ2+δ3){12(1+qemsy)(1/q)}], (18)

where ξ0, and q0.

Following the pattern adopted by the authors in [34], for ξ0 and q0, we now derive the joint CDF (JCDF) and PDF (JPDF) of random variables X and Y, respectively, as

F1(x;s,m,ξ,q)=[1+q{1+ξ(m+sx)}(1/ξ)](1/q)×[1+(δ1+δ3){1[1+q{1+ξ(m+sx)}(1/ξ)](1/q)}],
f1(x;s,m,ξ,q)=s[1+ξ(m+sx)]{1+(1/ξ)}[1+q{1+ξ(m+sx)}(1/ξ)]{1+(1/q)}×[1+(δ1+δ3){12[1+q{1+ξ(m+sx)}1/ξ]1/q}],
F1(y;s,m,ξ,q)=[1+q{1+ξ(m+sy)}(1/ξ)](1/q)×[1+(δ2+δ3){1[1+q(1+ξ(m+sy))1/ξ](1/q)}],
f1(y;s,m,ξ,q)=s[1+ξ(m+sy)]{1+(1/ξ)}[1+q{1+ξ(m+sx)}(1/ξ)]{1+(1/q)}×[1+(δ2+δ3){12[1+q{1+ξ(m+sy)}1/ξ]1/q}],
F2(x;s,m,q)=[1+qemsx][1+(δ1+δ3){1[1+qemsx](1/q)}],
f2(x;s,m,ξ,q)=semsx[1+qemsx](1/q)1×[1+(δ1+δ3){12{1+qemsx}(1/q)}],
F2(y;s,m,q)=[1+qemsy][1+(δ2+δ3){1[1+qemsy](1/q)}],
f2(y;s,m,ξ,q)=semsy[1+qemsy](1/q)1×[1+(δ1+δ3){12{1+qemsy}(1/q)}].

The conditional probability density functions for (X,Y)BIqGEV are

f1(y/x;s,m,q,ξ)=s[1+ξ(m+sy)](1/ξ)1[1+q{1+ξ(m+sy)}(1/ξ)](1/q)1×[1+{δ1+δ3}[12{1+q[1+ξ(m+sx)](1/ξ)}(1/q)]+(δ2+δ3){12[1+q(1+ξ(m+sy))(1/ξ)](1/q)}]×[1+(δ1+δ3){12(1+qemsx)(1/q)}],
f1(x/y;s,m,q,ξ)=s[1+ξ(m+sx)](1/ξ)1[1+q{1+ξ(m+sx)}(1/ξ)](1/q)1×[1+{δ1+δ3}[12{1+q[1+ξ(m+sy)](1/ξ)}(1/q)]+(δ2+δ3){12[1+q(1+ξ(m+sx))(1/ξ)](1/q)}]×[1+(δ2+δ3){12(1+qemsy)(1/q)}],
f2(y/x;s,m,q)=semsy[1+qemsy]{1+(1/q)[1+(δ1+δ3){12(1+qemsx)(1/q)}+(δ2+δ3){12(1+qemsy)(1/q))}]×[1+(δ1+δ3){12(1+qemsx)(1/q)}]1,
f2(x/y;s,m,ξ,q)=semsy[1+qemsx]{1+(1/q)}[1+(δ1+δ3){12(1+qemsx)(1/q)}+(δ2+δ3){12(1+qemsy)(1/q))}]×[1+(δ2+δ3){12(1+qemsy)(1/q)}].

The conditional moments for (X,Y)BIqGEV are

μX/Y1r(y)=E(Xr|Y=y)[1+(δ1+δ3)1+(δ2+δ3){12[1+q(1+ξ(m+sy))1ξ]1/q}]×k=0l1=0l2=0l1(1)l1l2(1/qk)(kξl1)(l1l2)qkl2ξl1ml1l2sl2l2+r2(δ1+δ3)1+(δ2+δ3)[12{1+q(1+ξ(m+sy))1/ξ)(1/q)]×k1=0k2=0l11=0l12=0l21=0l11l22=0l12(1)l11+l12l21l22Ωk1,k2,l11,l12,l21,l22,

and

μY/X1r(x)=E(Yr|X=x)[1+(δ2+δ3)1+(δ1+δ3){12[1+q(1+ξ(m+sx))1/ξ]1/q}]×k=0l1=0l2=0l1(1)l1l2((1/q)k)(kξl1)(l1l2)qkl2ξl1ml1l2sl2l2+r2(δ2+δ3)1+(δ1+δ3)[12{1+q[1+ξ(m+sx)]1/ξ}1/q]×k1=0k2=0l11=0l12=0l21=0l11l22=0l12(1)l11+l12l21l22Ωk1,k2,l11,l12,l21,l22,

and for (X,Y)qGumbel are

μX/Y2r(y)=E(Xr|Y=y)[1+δ1+δ31+(δ2+δ3){12[12(1+qemsy)1/q]}]k=0l1=0l2=0l1(1)l2(1qk)qkl2kl1ml1l2sl2(l2+r).l1!2(δ1+δ3)1+(δ2+δ3)(12(12(1+qemsx)1q))k1=0k2=0l11=0l12=0l21=0l11l22=0l12(1)l21+l22l22×(1qk1)(1qk2)k1l11k2l12ml11+l12l21l22sl21+l22l11!l12!,
μY/X2r(x)=E(Yr|X=x)[1+δ2+δ31+(δ1+δ3){12[12(1+qemsx)1q]}]k=0l1=0l2=0l1(1)l2(1qk)qkl2kl1ml1l2sl2(l2+r).l1!2(δ1+δ3)1+(δ2+δ3)(12(12(1+qemsy)1q))k1=0k2=0l11=0l12=0l21=0l11l22=0l12(1)l21+l22l22×(1qk1)(1qk2)k1l11k2l12ml11+l12l21l22sl21+l22l11!l12!,

The joint moment for (X,Y)BIqGEV μr,v=E(XrYv)=(1+δ1+δ2+2δ3)k1=0k2=0l11=0l12=0l21=0l11l22=0l12{(1)l11+l12l21l22(l21+r)(l22+v)

×Ωk1,k2,l11,l12,l21,l22}2((δ1+δ3)k=0l1=0l2=0l1(1)l1l2(1qk)(kξl1)(l1l2)qkl2ξl1ml1l2sl2l2+v

+(δ2+δ3)k=0l1=0l2=0l1(1)l1l2(1qk)(kξl1)(l1l2)qkl2ξl1ml1l2sl2l2+r)

×k1=0k2=0l11=0l12=0l21=0l11l22=0l12(1)l11+l12l21l22Ωk1,k2,l11,l12,l21,l22,

where, Ωk1,k2,l11,l12,l21,l22=(1qk1)(1qk2)(k1ξl11)(k2ξl12)(l11l21)(l12l22)×qk1+k2ξl11+l12l22ml11+l12l21l22sl21+l22.

The bivariate reliability function for (X,Y)BIqGEV is

R1(x,y)=1[1+q{ξ(m+sx)+1}1ξ]1q[1+(δ1+δ3){1[1+q(1+ξ(m+sx))1ξ]1q}][1+q{1+ξ(m+sy)}1ξ]1q[1+(δ2+δ3)(1{1+q(1+ξ(m+sy))1ξ}1q)]+[1+q(ξ(m+sx)+1)1ξ]1q[1+q{1+ξ(m+sy)}1ξ]1q×[1+(δ1+δ3){1[1+q{1+ξ(m+sx)}1ξ]1q}+(δ2+δ3)×{1[1+q{1+ξ(m+sy)}1ξ]1q}], (19)

and for (X,Y)qGumbel is

R2(x,y)=1(1+qemsx)[1+(δ1+δ3){1(1+qemsx)(1/q)}](1+qemsy)×[1+(δ2+δ3){1(1+qemsy)(1/q)}]+s2e2ms(x+y)(1+qemsx){1+(1/q)}×(1+qemsy){1+(1/q)}[1+(δ1+δ3){12(1+qemsx)1q}+(δ2+δ3){12(1+qemsy)(1/q)}].

The bivariate hazard rate function for (X,Y)BIqGEV, is given by

h1(x,y)=[s2[1+ξ(m+sx)]{1+(1/q)}[1+ξ(m+sy)]{1+(1/q)}×[1+q{1+ξ(m+sx)}1ξ]{1+(1/q)}[1+q{1+ξ(m+sy)}1ξ]{1+(1/q)}×{1+(δ1+δ3)[12{1+q[1+ξ(m+sx)](1/ξ)}(1/q)]+(δ2+δ3)[12{1+q[1+ξ(m+sy)](1/ξ)}(1/q)]}]1(1+q(ξ(m+sx)+1)1ξ)(1/q)[1+(δ1+δ3)(1(1+q(ξ(m+sx)+1)1ξ)1q)](1+q(ξ(m+sy)+1)1ξ)1q[1+(δ2+δ3)(1(1+q(ξ(m+sy)+1)1ξ)1q)]+(1+q(ξ(m+sx)+1)1ξ)1q(1+q(ξ(m+sy)+1)1ξ)1q×[1+(δ1+δ3){1(1+q[1+ξ(m+sx)](1/ξ))1q}+(δ2+δ3){1[1+q{1+ξ(m+sy)}(1/ξ)](1/ξ)}]1, (20)

and for (X,Y)qGumbel is

h2(x,y)=[s2e2ms(x+y)(1+qemsx)(1/q)1(1+qemsy)(1/q)1×[1+(δ1+δ3){12(1+qemsx)(1/q)}+(δ2+δ3){12(1+qemsy)(1/q)}]]×[1(1+qemsx){1+(δ1+δ3)[1(1+qemsx)(1/q)]}(1+qemsy){1+(δ2+δ3)(1(1+qemsy)(1/q))}+s2e2ms(x+y)(1+qemsx)1q1(1+qemsy)(1/q)1×[1+(δ1+δ3)(12(1+qemsx)(1/q))+(δ2+δ3)(12(1+qemsy)(1/q))]]1.

The copula function for (X,Y)BIqGEV is given by

c1(u,v)=[1+(δ1+δ3){12[1+q(1+ξ(m+sx))(1/ξ)](1/q)}+(δ2+δ3){12[1+q{1+ξ(m+sy)}(1/ξ)](1/q)}]×[1+(δ1+δ3){12(1+q(1+ξ(m+sx))(1/ξ))(1/q)}]1×[1+(δ2+δ3){12[1+q(1+ξ(m+sy))(1/ξ)](1/q)}]1,

and for (X,Y)qGumbel is

c2(u,v)=[1+(δ1+δ3)(12(1+qemsx)(1/q))+(δ2+δ3)(12(1+qemsy)(1/q))]×[1+(δ1+δ3)(12(1+qemsx)(1/q))]1[1+(δ2+δ3)(12(1+qemsy)(2/q))]1.

3.2. Estimation

The principal of maximum likelihood, a statistical technique to optimize the probability of diagnosing the provided sample data, entails determining which of the model parameter values are most likely to match the observed data. In this regard, a random sample of stochastic variables (x1,y1),(x2,y2)...(xn,yn) is taken independently as (X,Y)BIqGEV, assumed to be associated positively to the distribution. Consequently, the maximum log-likelihood function L1(s,m,ξ,q) is given as

2nlns{1+(1/ξ)}i=1n[ln{1+(m+sxi)ξ}+ln{1+(m+syi)]xi}]{1+(1/q)}×i=1n{ln[1+q(1+ξ(m+sxi))1/ξ]+ln[1+q{1+ξ(m+syi)}1/ξ]}+i=1n[ln{1+(δ1+δ3)[12{1+q[1+ξ(m+syi)]1/ξ}1/q]+(δ2+δ3)[12{1+q[1+ξ(m+syi)]1/ξ}1/q]}]

By computing the following system of solutions computationally, one can establish the maximum likelihood estimators of quantities.

Ls1=2ns(ξ+1)i=1n[xi1+ξ(m+sxi)+yi1+ξ(m+syi)]+(q+1)i=1n[xi{1+ξ(m+sxi)}1ξ11+q{1+ξ(m+sxi)}(1/ξ)+yi{1+ξ(m+syi)}1ξ11+q{1+ξ(m+syi)}(1/ξ)]2(δ1+δ3)i=1n[{1+ξ(m+sxi)}(1/ξ)1{1+q[ξ(m+sxi)+1]1/ξ}(1/q)1xi×{1+(δ1+δ3)[12{1+q[1+ξ(m+sxi)]1ξ}1/q]+(δ2+δ3)×[12{1+q[1+ξ(m+syi)]1/ξ}1/q]}1]2(δ2+δ3)×i=1n[{1+ξ(m+syi)}1ξ1{1+q[1+ξ(m+syi)]1/ξ}1q1xi×{1+(δ1+δ3)[12{1+q[1+ξ(m+sxi)]1/ξ}1/q]+(δ2+δ3)[12{1+q[1+ξ(m+syi)]1/ξ}1/q]}1],
Lm1=(ξ+1)i=1n{11+ξ(m+sxi)+11+ξ(m+syi)}+(1+1q)i=1n[1+ξ(m+sxi)1ξ11+q{1+ξ(m+sxi)}1/ξ+{1+ξ(m+syi)}1ξ11+q{1+ξ(m+syi)}1/ξ]+2(δ1+δ3)i=1n{[1+ξ(m+sxi)]1ξ1[1+q{1+ξ(m+sxi)}1/ξ]1q1×[1+(δ1+δ3)[12{1+q[1+ξ(m+sxi)]1/ξ}1/q]+(δ2+δ3){12[1+q{1+ξ(m+syi)}1/ξ]1/q}]1}+2(δ2+δ3)i=1n{[1+ξ(m+syi)]1ξ1[1+q{1+ξ(m+syi)}1/ξ]1q1×[1+(δ1+δ3){12[1+q{1+ξ(m+sxi)}1/ξ]1/q}+(δ2+δ3){12[1+q{1+ξ(m+syi)}1/ξ]1/q}]1},
Lξ1=(1+1ξ)i=1n[m+sxi1+ξ(m+sxi)+m+syi1+ξ(m+syi)]+ξ2i=1nln{1+ξ(m+sxi)}+ξ2i=1nln{1+ξ(m+syi)}+(q+1)ξ2i=1n1+ξ[m+sxi]1/ξ[ln(ξ(m+sxi)+1)ξ(m+sxi)ξ(m+sxi)+(q+1)ξ2]1+q[ξ(m+sxi)+1]1/ξ+(q+1)ξ2i=1n[1+ξ(m+syi)]1/ξ[ln{1+ξ(m+syi)}ξ(m+syi)1+ξ(m+syi)]1+q{1+ξ(m+syi)}1/ξ+2(δ1+δ3)i=1n{[1+ξ(m+sxi)]1/ξ[ln(ξ(m+sxi)+1)ξ(m+sxi)ξ(m+sxi)+1]×[1+q{1+ξ(m+sxi)}1/xi](1/q)1[1+(δ1+δ3){12[1+q{1+ξ(m+sxi)}1/ξ]1/q}+(δ2+δ3)(12[1+q{1+ξ(m+syi)}1/ξ]1/q)]1}+2(δ2+δ3)i=1n{[1+ξ(m+syi)]1/ξ{ln[1+ξ(m+syi)]m+ξ(syi)1+ξ(m+syi)}×[1+q{1+ξ(m+syi)}1/ξ](1/q)1[1+(δ1+δ3){12[1+q{1+ξ(m+sxi)}1ξ]1q}+(δ2+δ3)(12[1+q{1+ξ(m+syi)}1/ξ]1/q)]1}
Lq1=(1q+1)i=1n{(1+ξ(m+sxi))1/ξ1+q(1+ξ(m+sxi))1/ξ+(1+ξ(m+syi))1/ξ1+q(1+ξ(m+syi))1/ξ}+1q2i=1n{ln(1+q(1+ξ(m+sxi))1/ξ)+ln(1+q(1+ξ(m+syi))1/ξ)}2q2(δ1+δ3)i=1n{[ln(1+q(1+ξ(m+sxi))1/ξ)q(1+ξ(m+sxi))1/ξ1+q(1+ξ(m+sxi))1/ξ]×(1+q(1+ξ(m+sxi))1/ξ)1/q(1+(δ1+δ3)(12(1+q(1+ξ(m+sxi))1/ξ)1/q)+(δ2+δ3)(12(1+q(1+ξ(m+syi))1/ξ)1/q))1}+2(δ2+δ3)i=1n{[ln(1+q(1+ξ(m+syi))1/ξ)q(1+ξ(m+syi))1/ξ1+q(1+ξ(m+syi))1/ξ]×(1+q(1+ξ(m+syi))1/ξ)1/q(1+(δ1+δ3)(12(1+q(1+ξ(m+sxi))1/ξ)1/q)+(δ2+δ3)(12(1+q(1+ξ(m+syi))1/ξ)1/q))1}
Lδ11=i=1n{12[1+q{1+ξ(m+sxi)}1/ξ]1/q×[1+(δ1+δ3){12[1+q[1+ξ(m+sxi)]1/ξ]1/q}+(δ2+δ3){12[1+q{1+ξ(m+syi)}1/ξ]1/q}]1},
Lδ21=i=1n{12[q{1+ξ(m+syi)}1/ξ+1]1/q×[1+(δ1+δ3){12[1+q{1+ξ(m+sxi)}1/ξ]1/q}+(δ2+δ3){12[1+q{1+ξ(m+syi)}1/ξ]1/q}]1},
Lδ31=2i=1n{1[1+q{1+ξ(m+sxi)}1/ξ]1/q[1+q{1+ξ(m+syi)}1/ξ]1/q×[1+(δ1+δ3){2[1+q(1+ξ(m+sxi))1/ξ]1/q+1}+(δ2+δ3){2[1+q{1+ξ(m+syi)}1/ξ]1/q+1}]1}.

For a random sample (x1,y1),(x2,y2)...(xn,yn), taken independently from the random variable (X,Y)qGumbel, the maximum log-likelihood function is

L2(s,m,q)=2nlns+i=1n(sxi+m)+i=1n(syi+m)(1q+1)i=1n{ln(1+qesxi+m)+ln(1+qesyi+m))}+i=1n{ln[1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q)]}.

The maximum likelihood estimators of parameters can be obtained by numerically solving the following system of non-linear equations.

Ls2=2nsi=1n(xi+yi)+q(1q+1)i=1n(xiesxi+m1+qesxi+m+yiesyi+m1+qesyi+m)2(δ1+δ3)i=1nxiesxi+m(12(1+qesyi+m)1q1)1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q)2(δ2+δ3)i=1nyiesyi+m(12(1+qesyi+m)1q1)1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q),
Lm2=2nq(1q+1)i=1n(esxi+m1+qesxi+m+esyi+m1+qesyi+m)+2(δ1+δ3)i=1nesxi+m(12(1+qesxi+m)1q1)1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q)+2(δ2+δ3)i=1nesyi+m(12(1+qesyi+m)1q1)1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q),
Lq2=1q2i=1n{ln(1+qesxi+m)+ln(1+qesyi+m)}(1q+1)i=1n(esxi+m1+qesxi+m+esyi+m1+qesyi+m)2(δ1+δ3)i=1n(1+qemsxi)1q(1q2ln(2(1+qesxi+m))12qemsxi(1+qesxi+m)1)1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q)2(δ2+δ3)i=1n(1+qesyi+m)1q(1q2ln(2(1+qesyi+m))12qesyi+m(1+qesyi+m)1)1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q)
Lδ12=i=1n(12(1+qesxi+m)1q)1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q),
Lδ22=i=1n(12(1+qesyi+m)1q)1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q),
Lδ31=2i=1n(12(1+qesxi+m)1q)+[12(qesyi+m+1)1q]1+(δ1+δ3)(12(1+qesxi+m)1q)+(δ2+δ3)(12(1+qesyi+m)1q).

3.3. Simulation

Here statistical properties of the constructed bi-variate variables (X,Y)BIqGEV and (X,Y)qGumbel are scrutinized whenever the parameters' values vary. Four Cases (case 1 to case 4) are allocated to BIqGEV and the case 5 for the qGumbel.

Case 1: Consider Figure 8, Figure 9, Figure 10 for the parameters (s,m,ξ,q,δ1,δ2,δ3)=(0.7,0.2,0.5,0.3,0.2,0.4,0.6) keenly. The JPDF (8-a) is defined for (x,y)(0,0) and its JCDF (8-b) approaches 1 whenever (x,y)(11,11). The visualizations (9:c-e) signify the bivariate hazard function as a decreasing function which approaches to zero with cantor plot in sighting. The high correlation is easily observed in the interval (u,v)(0,0.5). In Fig. 10(f-i), one can rightly observe right skewness pattern for the marginal PDFs and CDFs approach 1 as (x,y)(11,11). Immediately, we can notice that the statistical quantities of this case supported using this model for ill-conditioned positive right skewed data.

Figure 8.

Figure 8

JPDF (8-f; 8-h) and JCDF (8-g; 8-i) of BIqGEV distribution for Case-1.

Figure 9.

Figure 9

Bivariate hazard function of BIqGEV distribution for Case-1.

Figure 10.

Figure 10

Marginal PDFs and CDFs of BIqGEV distribution for Case-1.

Case 2: For the parameters (s,m,ξ,q,δ1,δ2,δ3)=(0.6,1.2,0.4,0.8,0.6,0.4,0.3), Figure 11, Figure 12, Figure 13 are considered. The different shapes of the JPDF (11-a) in relation to JCDF (11-b) are defined for (x,y)(3,3). The JCDF approaches 1 whenever (x,y)(6,6). The approximately constant bivariate hazard function along with correlation structure for (u,v)(0,2) is displayed in Fig. 12(c-e). This characterizes the failure probability of not much change over time, as long as the factors are linked. The marginal PDFs (13-f; 13-h) as left skewed with marginal CDFs (13-g; 13-i) approach 1 for (x,y)(6,6) are graphically characterised as well. This attributes the model, in this case, suggestive to its applicability for negative tailed data.

Figure 11.

Figure 11

Joint density & distribution function of BIqGEV distribution for Case-2.

Figure 12.

Figure 12

Plots of failure rate with correlation structure for Case-2 of BIqGEV distribution.

Figure 13.

Figure 13

Marginal PDFs and CDFs of BIqGEV distribution for Case-2.

Case 3: In Fig. 14, consider the parameters (s,m,ξ,q,δ1,δ2,δ3)=(1.5,1.4,2.1,2.5,0.4,0.7,0.2). The JPDF (14-a) is defined only in a small closed interval (0.6,0.6)(x,y)(1,1) is plotted with JCDF (14-b) as it approaches to 1 for high values of (x,y). Statistical quantities depicted in Figure 15, Figure 16 suggests applying this model for ill-conditioned, positive small, and right skewed data.

Figure 14.

Figure 14

Bivariate JPDF and JCDF of BIqGEV distribution for Case-3.

Figure 15.

Figure 15

Bivariate hazard function with correlation structures for (u,v)∈(1,1) of BIqGEV distribution for Case-3.

Figure 16.

Figure 16

Marginal PDFs and CDFs of BIqGEV distribution for Case-3.

Case 4: For the parameters (s,m,ξ,q,δ1,δ2,δ3)=(0.5,0.8,0.2,0.4,0.4,0.7,0.2), consider the Figure 17, Figure 18, Figure 19. We obtain another shapes for the JPDF in (17-a) defined for (x,y)(5,5) with left tail in agreement with JCDF (17-b). Other corresponding statistical measures are presented in (17-c)-(17-e). The marginal densities (17-f)-(17-i) seem fit to model right skewed data.

Figure 17.

Figure 17

Bivariate JPDF and JCDF of BIqGEV distribution for Case-4.

Figure 18.

Figure 18

Case-4 bivariate statistical measures for (−5,5) domain of BIqGEV distribution.

Figure 19.

Figure 19

Marginal density of BIqGEV distribution for Case-4.

Case 5: The bi-variate qGumbel is considered in Figure 20, Figure 21, Figure 22 for the parameters (s,m,q,δ1,δ2,δ3)= (0.6,1.2,0.8,0.6,0.4,0.3). The symmetry of the JPDF (20-a) and marginal PDFs (20-f);(20-h) is graphically evident. The JCDF (21-b) and marginal CDFs are given (21-g);(21-i). The Fig. 22 (22:c-e) signify the plots of bivariate hazard function along with the respective correlation structure.

Figure 20.

Figure 20

Bivariate JPDF with marginal densities of q − Gumbel in Case-5.

Figure 21.

Figure 21

Bivariate JCDF with marginal CDFs of q − Gumbel in Case-5.

Figure 22.

Figure 22

Some more bivariate statistical measures of q − Gumbel in Case-5.

3.4. Climate data

One of the major impacts of climate change is the global wind pattern cause alterations in average temperatures of regions. For example, the changes in mean temperatures in Asia can disturb the balance between land and ocean, causing a major shift in intensity or duration of monsoon weather system. This altered rainfall paradigm will have significant effect on the crop yields leading to ultimate concerns on food security. This will spearhead a cascade effect on the environmental and human aspect of societies. The model understudy can help us understand the impact of climate change more productively. Consider the following climate data consisting of the normal temperature C and the mean wind speed km/h from 1-1-1995 to 28-2-1995 for the Madrid/Barajas station to be treated as a bi-variate random variable (X,Y)BIqGEV(s,m,ξ,q,δ1,δ2,δ3). Typically, the greater the temperature differential, the stronger the winds that develop. A local airflow that affects winds can also be driven on by variations in temperature between the land and the ocean. The data is accessible at https://en.tutiempo.net/climate. Table 3 presents the estimated values for the unknown parameters and the related information criterions which includes AIC and BIC. Some related visualizations are also presented in Figure 23, Figure 24, Figure 25.

Table 3.

The estimates of (s,m,ξ,q,δ1,δ2,δ3).

Parameter Estimate AIC BIC
S 0.21514177
m 0.74469873
ξ 0.05098449
q -0.47074546 730.6066 745.1493621
σ1 -0.13546057
σ2 0.14012899
σ2 -0.53850799

Figure 23.

Figure 23

Bivariate JPDF, JCDF and hazard function based on the estimates in Table 3.

Figure 24.

Figure 24

Some other measures based on the estimates in Table 3.

Figure 25.

Figure 25

The fitted marginal PDFs and CDFs of BIq − Gumbel model.

4. Conclusion

This article sets out to argue the importance of bivariate modelling related to events triggered due to climate change data. A bivariate extension of qGEV, with q- Gumbel distribution as special case, is conceptualized using a novel as well as traditional approach. A technique is developed from independent qGEV random variables to model an associated bivariate structures arising of extreme values in terms of qGEV probability density functions. Further, a bivariate flood data set has been employed to model bivariate qGEV via established goodness of fit measures. Additionally, for bivariate probability models to properly estimate the parameters, there must be enough data. Insufficient data or strongly correlated variables can culminate incorrect estimates and suboptimal model performance. In comparison to competing models, the empirical findings hence yielded, provide a much superior fit to the data under consideration. Apart from that, a traditional method for incorporating bivariate extension to the univariate qGEV distribution has also been addressed. The related inference has been carried out using the method of maximum likelihood estimation supported by its applicability on climate data. Given the significance of unique methodology being introduced in this article, we hope that this can be extended to establish multivariate qGEV distribution. Additionally, this bivariate extension can also be utilized to study the joint occurrences of extreme random variables in vast scientific domains. The rank-based inference of the presented bivariate qGEV model parameters could well be explored for future considerations.

CRediT authorship contribution statement

Laila A. Al-Essa: Funding acquisition, Conceptualization. Abdus Saboor: Writing – original draft, Methodology, Investigation, Formal analysis, Conceptualization. Muhammad H. Tahir: Supervision, Resources. Sadaf Khan: Writing – review & editing, Visualization, Validation, Investigation, Data curation. Farrukh Jamal: Validation, Software, Investigation. Ahmed Elhassanein: Writing – original draft, Visualization, Methodology, Formal analysis.

Declaration of Competing Interest

The authors declare that they have no known competing financial interests or personal relationships that could have appeared to influence the work reported in this paper.

Acknowledgement

Princess Nourah bint Abdulrahman University Researchers Supporting Project number (PNURSP2024R443), Princess Nourah bint Abdulrahman University, Riyadh, SaudiArabia.

Data availability

The selection of data cited to corroborate this article's conclusion can be accessed at https://en.tutiempo.net/climate.

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Associated Data

This section collects any data citations, data availability statements, or supplementary materials included in this article.

Data Availability Statement

The selection of data cited to corroborate this article's conclusion can be accessed at https://en.tutiempo.net/climate.


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