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Groundwater exploration in hard rock terrains of East Godavari district, Andhra Pradesh, India using AHP and WIO analyses together with geoelectrical surveys

  • The need for groundwater exploration in India has been increasing enormously, due to the non-judicial use of available water resources. The present study area is located between longitudes from 81°52′20.293′′ to 82°29′32.058′′ E and latitudes from 17°01′6.71′′ to 17°38′ 12.906′′ N in the Eastern Ghats mobile belt region of East Godavari district. The study area is characterized by a wide range of geological settings and high and irregular topographic features. The area is identified by Government as highly backward and Tribal people dwell here. For exploring good aquifer in the study area, the information of ten parameters together with geoelectrical resistivity data has been collected. Analytical Hierarchy Process (AHP) is used as the decision-making technique which uses the weights of different thematic layers (parameters) favorable for groundwater recharge, storage and location. Various thematic layers (parameters) of geology, geomorphology, soil, slope, lineament density, drainage density, groundwater level, Land use/Land cover, rainfall and coefficient of electrical anisotropy were considered in this analysis. A comprehensive groundwater prospect map has been prepared and validated with aquifer thickness map derived from the analysis of geoelectrical data. The entire study area has been classified into different potential zones of good, moderate and poor for groundwater exploration. The good groundwater potential zone is covering an area of 750.91 sqkm (28.4%) with aquifer thickness varying in the range 40–140 m, moderate potential zone encompasses 46.1% of the study area with an areal extent of 1220.33 sqkm and aquifer thickness is about 20–40 m. The remaining area of 24.5% is poor aquifer zone with thickness less than 20 m.

    Citation: Palavai Venkateswara Rao, Mangalampalli Subrahmanyam, Bakuru Anandagajapathi Raju. Groundwater exploration in hard rock terrains of East Godavari district, Andhra Pradesh, India using AHP and WIO analyses together with geoelectrical surveys[J]. AIMS Geosciences, 2021, 7(2): 244-267. doi: 10.3934/geosci.2021015

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  • The need for groundwater exploration in India has been increasing enormously, due to the non-judicial use of available water resources. The present study area is located between longitudes from 81°52′20.293′′ to 82°29′32.058′′ E and latitudes from 17°01′6.71′′ to 17°38′ 12.906′′ N in the Eastern Ghats mobile belt region of East Godavari district. The study area is characterized by a wide range of geological settings and high and irregular topographic features. The area is identified by Government as highly backward and Tribal people dwell here. For exploring good aquifer in the study area, the information of ten parameters together with geoelectrical resistivity data has been collected. Analytical Hierarchy Process (AHP) is used as the decision-making technique which uses the weights of different thematic layers (parameters) favorable for groundwater recharge, storage and location. Various thematic layers (parameters) of geology, geomorphology, soil, slope, lineament density, drainage density, groundwater level, Land use/Land cover, rainfall and coefficient of electrical anisotropy were considered in this analysis. A comprehensive groundwater prospect map has been prepared and validated with aquifer thickness map derived from the analysis of geoelectrical data. The entire study area has been classified into different potential zones of good, moderate and poor for groundwater exploration. The good groundwater potential zone is covering an area of 750.91 sqkm (28.4%) with aquifer thickness varying in the range 40–140 m, moderate potential zone encompasses 46.1% of the study area with an areal extent of 1220.33 sqkm and aquifer thickness is about 20–40 m. The remaining area of 24.5% is poor aquifer zone with thickness less than 20 m.



    Kaller and Kamath [1] proposed two-parameter inverse Weibull distribution (IWD) to simulate the degradation of mechanical components of diesel engines. After that, IWD is considered an appropriate model to analyze lifetime data. For example, Abhijit and Anindya [2] found that IWD is superior to the normal distribution when using ultrasonic pulse velocity to measure concrete structures. Elio et al. [3] proposed a new model generated by appropriate mixing of IWD for modeling under extreme wind speed conditions. Langlands et al. [4] observed that breast cancer mortality data can be modeled and analyzed by IWD. Beyond that, IWD is widely used in reliability research. For example, Bi and Gui [5] considered the estimation of stress-strength reliability of IWD. They proposed an approximate maximum likelihood estimation for point and confidence interval estimations. Bayesian estimator and highest posterior density (HPD) confidence interval were derived using Gibbs sampling. Based on adaptive type-Ⅰ progressive hybrid censored scheme, Azm et al. [6] studied the estimation of unknown parameters of IWD when the data were competing risks data. The maximum likelihood estimation and Bayesian estimation were discussed. The asymptotic confidence intervals, the bootstrap confidence intervals and the HPD confidence intervals were derived. Then, two sets of real data were studied to illustrate maximum likelihood estimation and Bayesian estimation. Alslman and Helu [7] assumed that the two components were independent and identically distributed and considered the estimation of stress-strength reliability for IWD. Its estimators were derived by maximum likelihood estimation and maximum product of spacing method and compared using computer simulation. Shawky and Khan [8] assumed that stress and strength both followed IWD, and they focused on the multi-component stress-strength model. The estimation of reliability was obtained by maximum likelihood estimation. Monte Carlo simulation results indicate that the proposed estimating methods are effective.

    The probability density function (PDF), the cumulative distribution function (CDF) and the reliability function of IWD are respectively given by

    f(t;η,λ)=ηλtλ1eηtλ,t>0, η>0 , λ>0 (1.1)
    F(t;η,λ)=eηtλ,t>0, η>0 , λ>0 (1.2)

    and

    R(t)=1eηtλ. (1.3)

    Here, η is rate parameter and λ is shape parameter. For convenience, the PDF (1.1) of IWD will be denoted by IW(η,λ).

    The assessment of product reliability often relies on the collection of life data, which can be obtained through a life test. This test involves observing whether a group of test samples fail during the test and recording their corresponding failure time. If the life test continues until all the test samples fail, the failure time can be recorded for all the samples, resulting in complete data. However, if the test stops before all the test samples fail, the data collected are called censored data. With the continuous advancement of science and technology, products are becoming more reliable and have longer lifespans. Collecting complete data in a life test can be expensive, making reliability analysis based on censored data a popular research topic among scholars. A progressive type-Ⅱ censored sample can be expressed as follows: consider an experiment where n units are subjected to a life test at time zero, and the experimenter decides beforehand the number of failures to be observed, denoted by r. Upon observing the first failure time T1, Q1 out of the remaining n1 surviving units are randomly selected and removed. At the second observed failure time T2, Q2 out of the remaining n2Q1 surviving units are randomly selected and removed. This process continues until the r-th failure is observed at time Tr, and the remaining Qr=nrQ1Q2...Qr1 surviving units are all removed. The sample T=(T1,T2,...,Tr) is referred to as a progressively type-Ⅱ censored sample of size r from a sample of size n with censoring scheme Q=(Q1,Q2,...,Qr).

    IWD is one of the commonly used lifetime distributions in reliability estimation [5,6,7,8]. Most of the estimation methods are maximum likelihood estimation and Bayesian estimation, and there is a lack of research on inverse moment estimation. Therefore, this paper aims to provide three methods to compute the point estimations and construct generalized confidence intervals of unknown parameters.

    The rest of this paper is arranged as follows: In Section 2, the maximum likelihood estimators (MLEs) are obtained by Newtown-Raphson method. The Lindley approximation is proposed to derive the Bayesian estimators (BEs) in Section 3. The inverse moment estimators (IMEs) and the construction of the generalized confidence intervals (GCIs) are discussed in Section 4. In Section 5, Monte Carlo simulation is conducted to evaluate the effect of these methods. Section 6 gives a set of real data as a demonstration. Finally, Section 7 gives the conclusions of this paper.

    In this section, we will discuss the MLEs of η, λ and R(t). Due to the nonlinear nature of the likelihood equations, the Newton-Raphson method is considered to solve likelihood equations numerically.

    Let T=(T1,T2,...,Tr) be the collected progressive type-Ⅱ sample under the censoring scheme Q=(Q1,Q2,...,Qr). Denote t=(t1,t2,...,tr) as the observation of T. We can easily get the likelihood function l(η,λ;t) as follows:

    l(η,λ;t)=δηrλrri=1tλ1ieηtλi(1eηtλi)Qi, (2.1)

    where δ=n(nQ11)(nQ1Q22)...(nQ1Q2...Qr1r+1).

    Then the log-likelihood function L(η,λ;t) is

    L(η,λ;t)=lnl(η,λ;t)=lnδ+rlnηλri=1[(λ+1)lnti+ηtλiQiln(1eηtλi)]. (2.2)

    Thus, the partial derivatives of L(η,λ;t) with respect to η and λ are respectively given by

    L(η,λ;t)η=rηri=1[tλiQitλiexp(ηtλi)1exp(ηtλi)], (2.3)
    L(η,λ;t)λ=rλri=1[lntiηtλilnti+ηQitλiexp(ηtλi)lnti1exp(ηtλi)]. (2.4)

    Denote the MLEs of η and λ as ˆηML and ˆλML respectively, and they are the solutions of likelihood equations (2.5). According to the invariance of the maximum likelihood estimation, the MLE ˆRML(t) is obtained by replacing the parameters with ˆηML and ˆλML. Since (2.3) and (2.4) are non-linear, the Newtown-Raphson method is considered to solve likelihood equations numerically. The elements of the Jacobi matrix are given from (2.6) to (2.9).

    {L(η,λ;t)η=0L(η,λ;t)λ=0 (2.5)
    2L(η,λ;t)η2=rη2ri=1Qit2λiexp(ηtλi)[1exp(ηtλi)]2 (2.6)
    2L(η,λ;t)ηλ=ri=1[tλilnti+Qitλieηtλi(lnti)(eηtλi+ηtλi1)(1eηtλi)2] (2.7)
    2L(η,λ;t)λη=ri=1[tλilnti+Qitλieηtλi(lnti)(eηtλi+ηtλi1)(1eηtλi)2] (2.8)
    2L(η,λ;t)λ2=rλ2ηri=1[tλi(lnti)2Qi(lnti)2tλieηtλi(eηtλi+ηtλi1)(1eηtλi)2]. (2.9)

    Define

    H(θ)=[L(η,λ;t)ηL(η,λ;t)λ]

    and

    H(θ)=[2L(η,λ;t)η22L(η,λ;t)ηλ2L(η,λ;t)λη2L(η,λ;t)λ2],

    where θ=(η,λ). The steps involved in Newton-Raphson iteration method for obtaining the MLEs of η and λ are given below.

    Step 1. Pick an arbitrary starting estimate θ0, and desired precision ε=105.

    Step 2. Update θ0 as θnew=θ0[H(θ0)]1H(θ0), where [H(θ0)]1 is the inverse matrix of H(θ0).

    Step 3. If |θnewθ0|ε, then ˆθML=θnew.

    Step 4. If |θnewθ0|>ε, set θ0=θnew and return to Step 2.

    Step 5. Repeat from Step 2 to Step 4 until the condition in Step 3 is achieved.

    Statistical inference requires three kinds of information: overall information, sample information and prior information. The statistical inference based on the first two kinds of information is called classical statistics, and the statistical inference based on comprehensive consideration of the three kinds of information is called Bayes statistics. Prior information already exists before sampling, which mostly comes from experience and historical data. The distribution obtained by processing prior information is called a prior distribution. We all know that a random variable can be described by a certain distribution. Bayesian scholars believe that an unknown parameter can be regarded as a random variable. In other words, an unknown parameter can also be described by a certain distribution, that is, a prior distribution. Kundu and Howlader [9] considered the estimation of parameters of IWD using the Bayesian approach under the squared error loss function when the sample is a type-Ⅱ censoring sample. Akgul et al. [10] discussed Bayes estimation of the step-stress partially accelerated life test model with type-Ⅰ censored sample for the IWD. The point estimators were obtained using the Lindley approximation and Tierney–Kadane approximation. The credible intervals were constructed using the Gibbs sampling method. Helu and Samawi [11] considered the Bayesian inferences based on IWD based on progressive first-failure censored data. The point estimators were derived under three loss functions. Additionally, the estimators were calculated by Lindley approximation. Based on generalized adaptive progressively hybrid censored sample, Lee [12] considered the estimation of uncertainty measure for IWD. For the BE and HPD confidence interval, the Tierney-Kadane approximation and importance sampling technique were proposed.

    In this section, the BEs of η, λ and R(t) are derived under the symmetric entropy (SE) loss function, scale squared error (SSE) loss function and LINEX loss function. Since there is a complex ratio of two integrals in BEs, Lindley approximation is proposed to solve this problem.

    (i) The SE loss function is defined as (Xu et al. [13]):

    S1(θ,ˆθ)=θˆθ+ˆθθ2. (3.1)

    (ii) The SSE loss function is defined as (Song et al. [14]):

    S2(θ,ˆθ)=(θˆθ)2θd. (3.2)

    (iii) The LINEX loss function is defined as (Varian [15]):

    S3(θ,ˆθ)=ea(ˆθθ)a(ˆθθ)1 , a>0, (3.3)

    where ˆθ is the estimator of unknown parameter θ and d is a nonnegative integer.

    As an important part of Bayesian estimation, the selection of prior distribution will directly affect the final Bayesian estimation. It usually follows two rules making full use of prior information, such as empirical and historical data and being convenient for computational use. The most widely used prior distributions are mainly non-informative prior distribution, conjugate prior distribution and hierarchical prior distribution. The gamma prior belongs to the conjugate prior, which makes the computation process of estimation results easier.

    Assume the prior distributions of η and λ are gamma prior. η follows Gamma(a1,b1) and λ follows Gamma(a2,b2).

    π(η)ηb11ea1η a1>0, b1>0. (3.4)
    π(λ)λb21ea2λ a2>0, b2>0. (3.5)

    Based on (3.4) and (3.5), the joint prior distribution is

    π(η,λ)ηb11λb21ea1ηa2λ. (3.6)

    Using (2.1) and (3.6), the posterior distribution is

    π(η,λ|T)=Kηr+b11λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qi, (3.7)

    where K=[+0+0ηr+b11λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ]1.

    Based on (3.7), the margin posterior distribution of η is

    π(η|T)=Kηr+b11ea1η+0[λr+b21ea2λri=1tλ1ieηtλi(1eηtλi)Qi]dλ. (3.8)

    The margin posterior distribution of λ is

    π(λ|T)=Kλr+b21ea2λ+0[ηr+b11ea1ηri=1tλ1ieηtλi(1eηtλi)Qi]dη. (3.9)

    Lindley [16] proposed an approximation algorithm to calculate the ratio of two integrals in the form:

    I(t)=E[W(η,λ)|T]=W(η,λ)eL(η,λ;t)+J(η,λ)d(η,λ)eL(η,λ;t)+J(η,λ)d(η,λ). (3.10)

    Here is a continuous function in η and λ, L(η,λ;t) as shown in (2.2) and J(η,λ) is the logarithm of joint prior distribution (3.6). This ratio usually occurs in BE, which is why the Lindley approximation is often used to calculate the Bayesian estimator.

    The expression (3.10) can be approximated by (3.11) under regularity conditions or with a large sample size. Here A, B and C are given by (3.12). Lηηη denotes the third derivative of log-likelihood function (2.2) for η, and ˆLηηη represents the value of Lηηη at η=ˆηML. ψij is the element of inverse matrix of Lij (i,j=η,λ), and ˆψij represents the value of ψij at η=ˆηML and λ=ˆλML. Other terms are defined as the same as the above rules. The detailed expressions are presented in (3.13) to (3.18).

    I(t)=W(ˆηML,ˆλML)+12(A+B+C) (3.11)
    A=(ˆWηη+2ˆWηˆJη)ˆψηη+(ˆWλη+2ˆWλˆJη)ˆψλη+(ˆWηλ+2ˆWηˆJλ)ˆψηλ+(ˆWλλ+2ˆWλˆJλ)ˆψλλB=(ˆWηˆψηη+ˆWλˆψηλ)(ˆLηηηˆψηη+ˆLηληˆψηλ+ˆLληηˆψλη+ˆLλληˆψλλ)C=(ˆWηˆψλη+ˆWλˆψλλ)(ˆLηηλˆψηη + ˆLηλλˆψηλ+ˆLληλˆψλη+ˆLλλλˆψλλ) (3.12)
    Lηηη=2rη3+ri=1Qit3λieηtλi(1+eηtλi)(1eηtλi)3 (3.13)
    Lηηλ=2ri=1Qit2λieηtλilnti(1eηtλi)2ηri=1Qit3λieηtλi(lnti)(1+eηtλi)(1eηtλi)3 (3.14)
    Lληλ=ri=1tλi(lnti)2+η2ri=1Qit3λieηtλi(lnti)2(1+eηtλi)(1eηtλi)33ηri=1Qit2λieηtλi(lnti)2(1eηtλi)2+ri=1Qitλieηtλi(lnti)21eηtλi (3.15)
    Lλλλ=2rλ3+ηri=1tλi(lnti)3η3ri=1Qit3λieηtλi(lnti)3(1+eηtλi)(1eηtλi)3+η2ri=1Qit2λieηtλi(lnti)3(1eηtλi)2+ηri=1Qitλieηtλi(lnti)3(1+eηtλi)(1eηtλi)2 (3.16)
    Lηλη=Lληη=Lηηλ , Lλλη=Lηλλ=Lληλ (3.17)
    Jη=b11ηa1 , Jλ=b21λa2. (3.18)

    Lemma 1. Suppose that T is a random sample. The BE ˆθSE of unknown parameter θ under the SE loss function (3.1) for any prior distribution π(θ) is

    ˆθSE=[E(θ|T)E(θ1|T)]12, (3.19)

    where E(θ|T) and E(θ1|T) denote the posterior expectations of θ and θ1.

    Proof. Based on the SE loss function (3.1), the Bayesian risk of ˆθSE is

    R(ˆθSE)=Eθ(E(S1(θ,ˆθSE)|T)).

    To minimize R(ˆθSE), only need to minimize E(S1(θ,ˆθSE)|T). Denote h1(ˆθSE)=E(S1(θ,ˆθSE)|T) for convenience.

    Because

    h1(ˆθSE)=ˆθSE1E(θ|T)+ˆθSEE(θ1|T)2,

    and the derivative is

    h1(ˆθSE)=ˆθSE2E(θ|T)+E(θ1|T).

    The BE ˆθSE can be obtained by solving the equation h1(ˆθSE)=0.

    According to Lemma 1, the BEs ˆηSE, ˆλSE and ˆRSE(t) under the SE loss function can be written as:

    ˆηSE=[E(η|T)E(η1|T)]12, (3.20)
    ˆλSE=[E(λ|T)E(λ1|T)]12, (3.21)

    and

    ˆRSE(t)=[E(R(t)|T)E(R1(t)|T)]12. (3.22)

    From the marginal posterior distribution (3.8), the BE (3.20) may be written as

    ˆηSE=[+0ηπ(η|T)dη+0η1π(η|T)dη]12=[+0+0ηr+b1λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidλdη+0+0ηr+b12λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidλdη]12. (3.23)

    From the marginal posterior distribution (3.9), the BE (3.21) may be written as

    ˆλSE=[+0λπ(λ|T)dλ+0λ1π(λ|T)dλ]12=[+0+0λr+b2ηr+b11ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ+0+0λr+b22ηr+b11ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ]12. (3.24)

    From the posterior distribution (3.7), the BE (3.22) may be written as

    ˆRSE(t)=[+0+0(1eηtλ)π(η,λ|T)dηdλ+0+0(1eηtλ)1π(η,λ|T)dηdλ]12=[+0+0(1eηtλ)ηr+b11λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ+0+0(1eηtλ)1ηr+b11λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ]12. (3.25)

    It is obvious that (3.23)–(3.25) cannot be evaluated explicitly. Thus, the Lindley approximation is used to approximate them.

    (i) When W(η,λ)=η, there are

    Wη=1 , Wλ=Wηη=Wηλ=Wλη=Wλλ=0. (3.26)

    Submitting W(η,λ)=η and (3.26) in the expression (3.11), the posterior expectation E(η|T) may be written as

    E(η|T)=ˆηML+ˆJηˆψηη+ˆJλˆψηλ+12[ˆψηη(ˆLηηηˆψηη+ˆLηληˆψηλ+ˆLληηˆψλη+ˆLλληˆψλλ)+ˆψλη(ˆLηηλˆψηη + ˆLηλλˆψηλ+ˆLληλˆψλη+ˆLλλλˆψλλ)]. (3.27)

    (ii) When W(η,λ)=η1, there are

    Wη=1η2 , Wηη=2η3 , Wλ=Wηλ=Wλη=Wλλ=0. (3.28)

    Submitting W(η,λ)=η1 and (3.28) in the expression (3.11), the posterior expectation E(η1|T) may be written as

    E(η1|T)=12ˆη2ML[ˆψηη(ˆLηηηˆψηη+ˆLηληˆψηλ+ˆLληηˆψλη+ˆLλληˆψλλ)ˆψλη(ˆLηηλˆψηη + ˆLηλλˆψηλ+ˆLληλˆψλη+ˆLλλλˆψλλ)]+ˆη1ML+(ˆη3MLˆη2MLˆJη)ˆψηηˆη2MLˆJλˆψηλ. (3.29)

    The BE ˆηSE of rate parameter η under the SE loss function can be obtained by submitting (3.27) and (3.29) in the expression (3.20).

    Using Lindley approximation, the BEs ˆλSE and ˆRSE(t) under SE loss function are obtained as similar to the above steps.

    Lemma2. Suppose that T is a set of simple random samples. The BE ˆθSSE of unknown parameter θ under the SSE loss function (3.2) for any prior distribution π(θ) is

    ˆθSSE=E(θ1d|T)E(θd|T). (3.30)

    Proof. The Bayesian risk of ˆθSSE based on SSE loss function (3.2) is

    R(ˆθSSE)=Eθ(E(S2(θ,ˆθSSE)|T)).

    Denote h2(ˆθSSE)=E(S2(θ,ˆθSSE)|T), and

    h2(ˆθSSE)=E(θ2d|T)2ˆθSSEE(θ1d|T)+ˆθ2SSEE(θd|T).

    The derivative of h2(ˆθSSE) is

    h2(ˆθSSE)=2ˆθSSEE(θd|T)2E(θ1d|T).

    Therefore, the BE ˆθSSE under the SSE loss function is derived by solving equation h2(ˆθSSE)=0.

    According to Lemma 2, the BEs ˆηSSE, ˆλSSE and ˆRSSE(t) under SSE loss function are presented in (3.31) and (3.33) respectively.

    ˆηSSE=E(η1d|T)E(ηd|T), (3.31)
    ˆλSSE=E(λ1d|T)E(λd|T), (3.32)

    and

    ˆRSSE(t)=E[R1d(t)|T]E[Rd(t)|T]. (3.33)

    From the marginal posterior distribution (3.8), the BE (3.31) may be written as

    ˆηSSE=+0η1dπ(η|T)dη+0ηdπ(η|T)dη=+0+0ηr+b1dλr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidλdη+0+0ηr+b1d1λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidλdη. (3.34)

    From the marginal posterior distribution (3.9), the BE (3.32) can be written as

    ˆλSSE=+0λ1dπ(λ|T)dλ+0λdπ(λ|T)dλ=+0+0λr+b2dηr+b11ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ+0+0λr+b21dηr+b11ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ. (3.35)

    From the posterior distribution (3.7), the BE (3.33) can be written as

    ˆRSSE(t)=+0+0R1d(t)π(η,λ|T)dηdλ+0+0Rd(t)π(η,λ|T)dηdλ=+0+0(1eηtλ)1dηr+b11λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ+0+0(1eηtλ)dηr+b11λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ. (3.36)

    Then, Lindley approximation is used to approximate (3.34) to (3.36).

    (i) When W(η,λ)=η1d, there are

    Wη=(1d)ηd , Wηη=d(1d)ηd1 , Wλ=Wηλ=Wλη=Wλλ=0. (3.37)

    Putting W(η,λ)=η1d and (3.37) into (3.11), the posterior expectation E(η1d|T) can be written as

    E(η1d|T)=ˆη1dML+(1d)ˆηdMLˆJηˆψηη+(1d)ˆηdMLˆJλˆψηλ+12[d(1d)ˆηd1MLˆψηη+(1d)ˆηdMLˆψηη(ˆLηηηˆψηη+ˆLηληˆψηλ+ˆLληηˆψλη+ˆLλλαˆψλλ)+(1d)ˆηdMLˆψλη(ˆLηηλˆψηη + ˆLηλλˆψηλ+ˆLληλˆψλη+ˆLλλλˆψλλ)]. (3.38)

    (ii) When W(η,λ)=ηd, there are

    Wη=dηd1 , Wηη=d(d+1)ηd2 , Wλ=Wηλ=Wλη=Wλλ=0. (3.39)

    Putting W(η,λ)=ηd and (3.39) into (3.11), the posterior expectation E(ηd|T) can be written as

    E(ηd|T)=ˆηdMLdˆηd1MLˆJηˆψηηdˆηd1MLˆJλˆψηλ+12[d(d+1)ˆηd2MLˆψηηdˆηd1MLˆψηη(ˆLηηηˆψηη+ˆLηληˆψηλ+ˆLληηˆψλη+ˆLλληˆψλλ)dˆηd1MLˆψλη(ˆLηηλˆψηη + ˆLηλλˆψηλ+ˆLληλˆψλη+ˆLλλλˆψλλ)]. (3.40)

    Hence the BE ˆηSSE under the SSE loss function are obtained by submitting (3.38) and (3.40) in (3.31).

    Using Lindley approximation, the BEs ˆλSSE and ˆRSSE(t) under SSE loss function can be obtained by the similar steps.

    Lemma 3. Suppose that T is a set of simple random samples. The BE ˆθL of unknown parameter θ under the LINEX loss function (3.3) for any prior distribution π(θ) is

    ˆθL=1aln[E(eaθ|T)]. (3.41)

    Proof. The Bayesian risk of ˆθL based on LINEX loss function (3.3) is

    R(ˆθL)=Eθ(E(S3(θ,ˆθL)|T)).

    Denote h3(ˆθL)=E(S3(θ,ˆθL)|T), and

    h3(ˆθL)=E[ea(ˆθLθ)|T]aˆθL+aE(θ|T).

    The derivative of h3(ˆθL) is

    h3(ˆθL)=aea(ˆθLθ)E[ea(ˆθLθ)|T]a.

    Therefore, the BE ˆθL under the LINEX loss function is derived by solving equation h3(ˆθL)=0.

    It follows from Lemma 3 that the BEs under LINEX loss function are

    ˆηL=1aln[E(eaη|T)] (3.42)
    ˆλL=1aln[E(eaλ|T)] (3.43)
    ˆRL(t)=1aln[E(exp(aeηtλ)|T)]. (3.44)

    Subsequently, (3.42)–(3.44) can be written as

    ˆηL=1aln[+0eaηπ(η|T)dη]=1aln[K+0+0ηr+b11λr+b21ea1ηa2λaηri=1tλ1ieηtλi(1eηtλi)Qidηdλ] (3.45)
    ˆλL=1aln[+0eaλπ(λ|T)dλ]=1aln[K+0+0λr+b21ηr+b11ea1ηa2λaλri=1tλ1ieηtλi(1eηtλi)Qidηdλ] (3.46)
    ˆRL(t)=1aln[+0+0exp(aeηtλ)π(η,λ|T)dηdλ]=1aln[K+0+0exp(aeηtλ)ηr+b11λr+b21ea1ηa2λri=1tλ1ieηtλi(1eηtλi)Qidηdλ]. (3.47)

    Next, the explicit expressions of these BEs are obtained by using the Lindley approximation. When W(η,λ)=eaη, there are

    Wη=aeaη, Wηη=a2eaη, Wλ=Wηλ=Wλη=Wλλ=0. (3.48)

    According to Lindley's formula (3.11), the posterior expectation E(eaη|T) can be written as

    E(eaη|T)=eaˆηML+12[(a2eaˆηML2aeaˆηMLˆJη)ˆψηη2aeaˆηMLˆJλˆψηλaeaˆηMLˆψηη(ˆLηηηˆψηη+ˆLηληˆψηλ+ˆLληηˆψλη+ˆLλληˆψλλ)aeaˆηMLˆψλη(ˆLηηλˆψηη + ˆLηλλˆψηλ+ˆLληλˆψλη+ˆLλλλˆψλλ)]. (3.49)

    The BE ˆηL under LINEX loss function is derived by substituting (3.49) into (3.42). The BEs ˆλL and ˆRL(t) can be acquired using a comparable method to the aforementioned steps, and therefore will not be reiterated here.

    In Sections 2 and 3, the MLEs and BEs have been derived. However, we cannot obtain the explicit forms of MLEs and BEs easily by using both methods. In addition, it is necessary to select the appropriate initial values when using the Newtown-Raphson iteration method. Therefore, the generalized pivot quantity is constructed for deriving IMEs and GCIs in this Section. Compared with the maximum likelihood estimation and Bayes estimation, the inverse moment estimation is much simpler in calculation. It only needs some mathematical transformations and finally solves the equations. Wang [17] proposed a new method and named it as inverse moment estimation method in 1992. Additionally, the method was applied to parameter estimation of Weibull distribution. After that, inverse moment estimation has been widely used and studied. For example, Luo et al. [18] used the inverse third-moment method when forecasting a single time series using a large number of predictors in the presence of a possible nonlinear forecast function. Qin and Yuan [19] proposed an ensemble of IMEs to explore the central subspace. Based on progressive censored data, Gao et al. [20] proposed the pivotal inference for inverse exponentiated Rayleigh distribution. The point estimators were derived using the method that combined pivotal quantity with inverse moment estimation.

    In this section, the IMEs and GCIs of η, λ and R(t) are obtained by constructing the generalized pivot quantity.

    Definition 1. Assume that T is a random variable and t is the observation of T, and θ1 is an interest parameter and θ2 is a nuisance parameter. A function G(T;t,θ1,θ2) is called a generalized pivotal quantity if it satisfies the following conditions:

    (1) Given t, the distribution of G(T;t,θ1,θ2) is unrelated to both θ1 and θ2.

    (2) Given t, the observation G(t;t,θ1,θ2) of generalized pivotal quantity G(T;t,θ1,θ2) is unrelated to θ2.

    First, let

    Xi=ηTλi, i=1,2,...,r. (4.1)

    The distribution of Xi is

    FX(xi)=P(Xixi)=P(ηTλixi)=1exi. (4.2)

    Let Exp(1) be the standard exponential distribution. It is obvious that XiExp(1), and Xr<Xr1<...<X1. Let

    {S1=rXrS2=(r1)(Xr1Xr)S3=(r2)(Xr2Xr1)...Sr=X1X2. (4.3)

    Then, S1,S2,...,Sr are independent of each other and SiExp(1). Denote U=2ri=1Si and V=2S1, so U follows χ2 distribution with 2r2 degrees of freedom and V follows χ2 distribution with 2 degrees of freedom. Finally, let

    G1=V2/V2U2r2U2r2=r(r1)Tλrri=1TλirTλr (4.4)
    G2=U+V=2ηri=1Tλi. (4.5)

    Therefore, G1 and G2 are independent, G1 follows F distribution with 2 and 2r2 degrees of freedom and G2 follows χ2 distribution with 2r degrees of freedom. According to Definition 1, G1 is the generalized pivotal quantity of λ, but G2 is neither a generalized pivotal quantity of η nor λ. Since (r1)(r2)1 is the mean of F(2,2r2) and 2r is the mean of χ2(2r), Theorem 1 can be derived.

    Theorem 1. Let T=(T1,T2,...,Tr) be a progressive type-Ⅱ censored sample following IW(ηλ), and let Q=(Q1,Q2,...,Qr) be the censoring scheme. Denote t=(t1,t2,...,tr) as the observation of T. The IME ˆηG of η and the IME ˆλG of λ are determined by the following expressions. The IME ˆRG(t) is obtained by replacing the parameters with ˆηG and ˆλG.

    {G1=r(r1)tλrri=1tλirtλr=r1r2G2=2ηri=1tˆλGi=2r. (4.6)

    This section will discuss the GCIs by generalized pivotal quantity.

    Lemma 3. Suppose that a set of constants ki (i=1,2,...,r) satisfy 0<k1<k2<...<kr and denote G(λ)=r(r1)kλrri=1kλirkλr.

    (i) G(λ) decreases monotonically when λ>0;

    (ii) The equation G(λ)=k has only one solution, which k>0 and k is a constant.

    Proof. (i) The derivative of G(λ) is

    G(λ)=r(r1)kλr[ri=1kλilnki(lnkr)ri=1kλi]=r(r1)kλr(k1lnk1+k2lnk2+...+krlnkrk1lnkrk2lnkr...krlnkr)=r(r1)kλr[k1(lnk1lnkr)+k2(lnk2lnkr)+...+kr1(lnkr1lnkr)].

    According to 0<k1<k2<...<kr, it can be derived 0<lnk1<lnk2<...<lnkr. That is lnkilnkr<0 (i=1,2,...,r1). Therefore, G(λ) decreases monotonically when λ>0.

    (ii) Suppose that the equation G(λ)=k has two unequal solutions, λ1 and λ2 respectively. Based on G(λ1)=G(λ2), there is

    r(r1)kλ1rri=1kλ1irkλ1r=r(r1)kλ2rri=1kλ2irkλ2r.

    That is

    1ri=1(kikr)λ1r=1ri=1(kikr)λ2r.

    Here, (kikr)λ is monotone because of kikr1. Hence the above expression is inconsistent with the supposition, and the equation G(λ)=k has only one solution.

    Theorem 2. Let T=(T1,T2,...,Tr) with observation t=(t1,t2,...,tr) be a progressive type-Ⅱ censored sample following IW(ηλ), and let Q=(Q1,Q2,...,Qr) be the censoring scheme. Fω(2,2r2) and χ2ω(2r) denote the upper quantile of F(2,2r2) and χ2(2r) respectively with ω=11γ2. The 100(1γ)% GCIs of η and λ are given as follows:

    {φ(t1,...,tr,F1ω(2,2r2))<λ<φ(t1,...,tr,Fω(2,2r2))(2ri=1tˆλGi)1χ2ω(2r)<η<(2ri=1tˆλGi)1χ21ω(2r) (4.7)

    where φ(t1,...,tr,F1ω(2,2r2)) is the solution of equation (4.8) and φ(t1,...,tr,Fω(2,2r2)) is the solution of Eq (4.9).

    r(r1)tλrri=1tλirtλr=F1ω(2,2r2) (4.8)
    r(r1)tλrri=1tλirtλr=Fω(2,2r2). (4.9)

    Proof. From Section 4.1, there are G1 F(2,2r2) and G2χ2(2r). G1 and G2 are independent, so

    P(F1ω(2,2r2)<G1<Fω(2,2r2),χ2ω(2r)<G2<χ21ω(2r))=P(F1ω(2,2r2)<G1<Fω(2,2r2))P(χ2ω(2r)<G2<χ21ω(2r))=1γ1γ=1γ.

    The F1ω(2,2r2)<G1<Fω(2,2r2) may be written as

    F1ω(2,2r2)<r(r1)tλrri=1tλirtλr<Fω(2,2r2).

    According to Lemma 3, F1ω(2,2r2) and Fω(2,2r2) are positive constants, the above inequation is equivalent to

    φ(t1,...,tr,F1ω(2,2r2))<λ<φ(t1,...,tr,Fω(2,2r2)).

    χ2ω(2r)<G2<χ21ω(2r) is equivalent to

    (2ri=1tˆλGi)1χ2ω(2r)<η<(2ri=1tˆλGi)1χ21ω(2r).

    In this Section, the proposed estimation methods are compared using MATLAB. For point estimates, the mean squared errors (MSEs) are calculated by Eq (5.1). For interval estimates, coverage probability (CP) is used to reflect the performance of GCIs. The simulation is carried out under true value (ηreal,λreal)=(2,2) and different n, r and Q, and the trials are N at 1000 times. The hyper-parameter of the prior distribution is (a1,b1)=(2,1.8) and (a2,b2)=(1.5,2), and the parameters of SSE loss function and LINEX loss function are d=4 and a=4 respectively. The MSEs of η, and λ are shown in Tables 1 and 2 respectively, and the MSEs of R(t) are shown in Table 3 with t=3. The CP values is shown in Table 4.

    Table 1.  The MSEs of η.
    n r Q MSE
    ˆηML ˆηSE ˆηSSE ˆηL ˆηG
    20 10 (3*1, 0*4, 7*1, 0*4) 0.4045 0.1702 0.2618 0.3882 0.4207
    (10*1, 0*9) 0.6676 0.1367 0.3823 0.4630 0.5111
    (2*5, 0*5) 0.5663 0.1397 0.4627 0.2966 0.3729
    20 (0*20) 0.3788 0.1225 0.2355 0.2871 0.2957
    30 10 (5*3, 0*2, 5*1, 0*4) 0.3418 0.1099 0.2446 0.2133 0.5184
    (20*1, 0*9) 0.3413 0.1399 0.3037 0.2509 0.2788
    (4*5, 0*5) 0.6002 0.1364 0.3790 0.2189 0.5100
    20 (0*10, 2*5, 0*5) 0.2588 0.0913 0.1663 0.1542 0.3119
    (10*1, 0*19) 0.2918 0.1106 0.2028 0.2170 0.1997
    (1*10, 0*10) 0.2529 0.1004 0.1790 0.1629 0.2052
    30 (0*30) 0.1962 0.0944 0.1454 0.1435 0.1687
    50 15 (2*4, 1*6, 0*5) 0.1479 0.0860 0.1356 0.1850 0.3282
    (35*1, 0*14) 0.2021 0.1098 0.1999 0.1703 0.1994
    (7*5, 0*10) 0.1516 0.0886 0.1450 0.1474 0.4038
    20 (5*6, 0*10, 0*4) 0.1304 0.0784 0.1153 0.1297 0.2861
    (30*1, 0*19) 0.1854 0.0969 0.1595 0.1506 0.1690
    (6*5, 0*15) 0.1316 0.0858 0.1324 0.1273 0.2458
    30 (3*4, 0*7, 1*8, 0*11) 0.1121 0.0689 0.0919 0.0975 0.2010
    (4*5, 0*25) 0.1270 0.0811 0.1137 0.1012 0.1412
    (20*1, 0*29) 0.1578 0.0916 0.1315 0.1108 0.1525
    50 (0*50) 0.1038 0.0667 0.0844 0.0903 0.1042

     | Show Table
    DownLoad: CSV
    Table 2.  The MSEs of λ.
    n r Q MSE
    ˆλML ˆλSE ˆλSSE ˆλL ˆλG
    20 10 (3*1, 0*4, 7*1, 0*4) 0.4838 0.2817 0.2544 0.2704 0.5386
    (10*1, 0*9) 0.5354 0.1750 0.2800 0.3230 0.4666
    (2*5, 0*5) 0.4809 0.1760 0.2538 0.3093 0.5099
    20 (0*20) 0.1701 0.0966 0.1241 0.1230 0.3621
    30 10 (5*3, 0*2, 5*1, 0*4) 0.4990 0.1847 0.2592 0.2567 0.5616
    (20*1, 0*9) 0.4024 0.1763 0.2308 0.2739 0.4615
    (4*5, 0*5) 0.5383 0.1622 0.2823 0.2722 0.5173
    20 (0*10, 2*5, 0*5) 0.1760 0.0967 0.1166 0.1277 0.4387
    (10*1, 0*19) 0.1746 0.0979 0.1198 0.1160 0.3448
    (1*10, 0*10) 0.1874 0.1099 0.1303 0.1148 0.3156
    30 (0*30) 0.0982 0.0670 0.0800 0.0774 0.2799
    50 15 (2*4, 1*6, 0*5) 0.2545 0.1383 0.1596 0.1655 0.4156
    (35*1, 0*14) 0.1876 0.1183 0.1280 0.1448 0.3584
    (7*5, 0*10) 0.2201 0.1309 0.1416 0.1609 0.3567
    20 (5*6, 0*10, 0*4) 0.1587 0.1010 0.1093 0.1194 0.3233
    (30*1, 0*19) 0.1461 0.1004 0.1067 0.0938 0.3066
    (6*5, 0*15) 0.1500 0.1023 0.1121 0.1058 0.2882
    30 (3*4, 0*7, 1*8, 0*11) 0.1099 0.0760 0.0825 0.0848 0.2882
    (4*5, 0*25) 0.0946 0.0700 0.0761 0.0719 0.2754
    (20*1, 0*29) 0.0904 0.0672 0.0735 0.0728 0.2723
    50 (0*50) 0.0575 0.0447 0.0476 0.0488 0.2112

     | Show Table
    DownLoad: CSV
    Table 3.  The MSEs of R(t).
    n r Q MSE
    ˆRML(t) ˆRSE(t) ˆRSSE(t) ˆRL(t) ˆRG(t)
    20 10 (3*1, 0*4, 7*1, 0*4) 0.0088 0.0061 0.0113 0.0110 0.0129
    (10*1, 0*9) 0.0107 0.0069 0.0121 0.0129 0.0166
    (2*5, 0*5) 0.0090 0.0021 0.0111 0.0108 0.0142
    20 (0*20) 0.0052 0.0040 0.0096 0.0913 0.0128
    30 10 (5*3, 0*2, 5*1, 0*4) 0.0092 0.0064 0.0103 0.0129 0.0131
    (20*1, 0*9) 0.0091 0.0064 0.0123 0.0180 0.0166
    (4*5, 0*5) 0.0112 0.0080 0.0096 0.0129 0.0120
    20 (0*10, 2*5, 0*5) 0.0047 0.0037 0.0061 0.0119 0.0082
    (10*1, 0*19) 0.0049 0.0039 0.0058 0.0152 0.0122
    (1*10, 0*10) 0.0048 0.0038 0.0057 0.0081 0.0095
    30 (0*30) 0.0036 0.0030 0.0041 0.0068 0.0101
    50 15 (2*4, 1*6, 0*5) 0.0059 0.0045 0.0070 0.0066 0.0099
    (35*1, 0*14) 0.0063 0.0050 0.0078 0.0104 0.0127
    (7*5, 0*10) 0.0064 0.0051 0.0083 0.0083 0.0100
    20 (5*6, 0*10, 0*4) 0.0044 0.0036 0.0056 0.0079 0.0092
    (30*1, 0*19) 0.0053 0.0043 0.0062 0.0070 0.0111
    (6*5, 0*15) 0.0053 0.0044 0.0064 0.0088 0.0096
    30 (3*4, 0*7, 1*8, 0*11) 0.0034 0.0029 0.0039 0.0042 0.0072
    (4*5, 0*25) 0.0033 0.0029 0.0039 0.0045 0.0087
    (20*1, 0*29) 0.0032 0.0027 0.0037 0.0062 0.0091
    50 (0*50) 0.0019 0.0017 0.0021 0.0039 0.0085

     | Show Table
    DownLoad: CSV
    Table 4.  The CP values with confidence level 95%.
    n r Q η λ
    20 10 (3*1, 0*4, 7*1, 0*4) 0.897 0.970
    (10*1, 0*9) 0.976 0.987
    (2*5, 0*5) 0.937 0.974
    20 (0*20) 0.960 0.977
    30 10 (5*3, 0*2, 5*1, 0*4) 0.842 0.974
    (20*1, 0*9) 0.980 0.981
    (4*5, 0*5) 0.854 0.979
    20 (0*10, 2*5, 0*5) 0.826 0.958
    (10*1, 0*19) 0.977 0.978
    (1*10, 0*10) 0.930 0.977
    30 (0*30) 0.963 0.975
    50 15 (2*4, 1*6, 0*5) 0.889 0.974
    (35*1, 0*14) 0.976 0.982
    (7*5, 0*10) 0.832 0.986
    20 (5*6, 0*10, 0*4) 0.866 0.977
    (30*1, 0*19) 0.978 0.982
    (6*5, 0*15) 0.901 0.985
    30 (3*4, 0*7, 1*8, 0*11) 0.868 0.974
    (4*5, 0*25) 0.942 0.978
    (20*1, 0*29) 0.968 0.977
    50 (0*50) 0.957 0.977

     | Show Table
    DownLoad: CSV

    Balakrishnan and Sandhu [21] proposed an algorithm to produce progressive type-Ⅱ censored sample from any continuous distribution. The specific steps applied to the IWD are as follows:

    Step 1. Generate samples w1,w2,...,wr from U(0,1), where w1,w2,...,wr are independent.

    Step 2. Let vi=w(i+Qr+Qr1+...+Qri+1)1i and ui=1vrvr1...vri+1.

    Step 3. Let ti=F1(ui;ηreal,λreal), where F() is the CDF (1.2) of IWD, i=1,2,...,r.

    Then, t1<t2<...<tr are progressive type-Ⅱ censored data from IW(ηλ) with a censoring scheme Q. Calculation results can be found in Tables 13.

    MSE(ˆθ)=1NNi=1(ˆθiθreal)2. (5.1)

    From Table 1 to Table 3, we have the following conclusions:

    (i) Obviously, considering the same n and r, the censoring scheme Q has a great influence on MSE.

    (ii) Considering the same n, r and Q, the BE of η under SE loss function is the better than the MLE and IME.

    (iii) Considering the same n, r and Q, the BE λ under SE loss function is better than others. However, the BE of λ under SSE loss function is close to the BE under LINEX loss function.

    (iv) Considering the same n, r and Q, for the reliability R(t), MSEs of MLEs and BEs under SE and SSE loss functions are relatively close, while, MSEs of BEs under LINEX loss function are larger than others.

    From Table 4, We know that CP values for η and λ are all close to 95%.

    There is a set of real data from Dumonceaux and Antle [22], which represents the maximum flood level (in millions of cubic feet per second) of the Susquehanna River at Harrisburg, Pennsylvania over 20 four-year periods (1890–1969) as:

    0.265, 0.269, 0.297, 0.315, 0.324, 0.338, 0.379, 0.379, 0.392, 0.402, 0.412, 0.416, 0.418, 0.423, 0.449, 0.484, 0.494, 0.613, 0.654, 0.740.

    According to the data, we can plot the empirical CDF and the CDF of the IWD, as shown in Figure1. In the IWD, we using the BEs under SE loss function as the value of parameter, i.e. η=0.0336,λ=2.0431. According to Figure 1, we can see that the IWD can well model the data. Therefore, we can conclude that this distribution is valid.

    Figure 1.  The empirical CDF and the CDF of IWD.

    Now, the real data with censoring scheme (Q1,Q2,...,Q10)=(1,1,...,1) are as follows:

    0.265, 0.297, 0.324, 0.379, 0.392, 0.412, 0.418, 0.449, 0.494, 0.654.

    Before proceeding with the estimation, it is necessary to establish the existence and uniqueness of the maximum likelihood estimate. However, proving this can be a complicated process due to the nonlinearity of the system of Eq (2.5). For this reason, we visualize it through Figure 2, where L1 represents L(η,λ;t)η in Eq (2.3) and L2 represents L(η,λ;t)λ in Eq (2.4).

    Figure 2.  The Partial derivatives of log-likelihood function.

    From Figure 2, we know that the two curves intersect at only one point, indicating the presence of a unique MLE.

    The estimates and generalized confidence intervals that obtained by using these proposed methods are shown in Table 5.

    Table 5.  The results of real data analysis (t0=0.412).
    MLEs BEs IMEs GCIs
    SE SSE LINEX
    η 0.0582 0.0336 0.0196 0.0514 0.0238 (0.0101, 0.0732)
    λ 3.2009 2.0431 2.5710 2.9821 3.6513 (1.7307, 9.2871)
    R(t0) 0.6301 0.3859 0.3743 0.5330 0.4546

     | Show Table
    DownLoad: CSV

    In this paper, we have investigated the point estimation and interval estimation of parameters based on progressive type-Ⅱ censored sample for IWD. First, the Newton-Raphson iteration method is used to solve the likelihood equations of parameters and obtain their MLEs. Then, the BEs are derived based on SE and SSE loss functions, respectively. Finally, the IMEs are derived by generalized pivotal quantity. Additionally, the GCIs are also constructed by generalized pivotal quantity. Monte Carlo simulation is used to present the effect of the above estimators. The simulation results revealed that the estimators derived using Bayesian approach perform better than other methods in terms of MSE. Moreover, a real set of data is analyzed and the results coincide with simulation. Monte Carlo simulation results indicate that Bayesian estimation under the SE loss function works best among all the methods mentioned in this paper.

    The authors declare they have not used Artificial Intelligence (AI) tools in the creation of this article.

    This research was funded by National Natural Science Foundation of China (No. 71661012).

    The authors declare there is no conflict of interest.



    [1] Srivastava PK, Bhattacharya AK (2006) Groundwater assessment through an integrated approach using remote sensing, GIS and resistivity techniques: a case study from a hard rock terrain. Int J Remote Sens 27: 4599-4620. doi: 10.1080/01431160600554983
    [2] Subrahmanyam M, Venkateswara Rao P (2017) Delineation of groundwater potential zones using geo-electrical surveys in SSW part of Yeleru river basin, East Godavari District, Andhra Pradesh. J Indian Geophys Uni 21: 465-473.
    [3] Venkateswara Rao P, Subrahmanyam M, Ramdas P (2019) Delineation of groundwater potential zones in hard rock basement terrains of East Godavari district, Andhra Pradesh, India. J Indian Geophys Uni 23: 408-419.
    [4] Jasmin I, Mallikarjuna P (2015) Delineation of groundwater potential zones in Araniar River basin, Tamil Nadu, India: an integrated remote sensing and geographical information system approach. Environ Earth Sci 73: 3833-3847. doi: 10.1007/s12665-014-3666-y
    [5] Adiat KAN, Nawawi MNM, Abdullah K (2012) Assessing the accuracy of GIS-based elementary multi criteria decision analysis as a spatial prediction tool—A case of predicting potential zones of sustainable ground water resources. J Hydrol 440-441: 75-89. doi: 10.1016/j.jhydrol.2012.03.028
    [6] Hung L, Dinh N, Batelaan O, et al. (2002) Remote sensing and GIS-based analysis of cave development in the Suoimuoi catchment (Son La—NW Vietnam). J Cave Karst Studies 64: 23-33.
    [7] Bajpayee VN, Mahanta C (2003) Hydrogeomorphic classification of the terrain in relation to the aquifer disposition: A case study from Gurgaon—Sohna region, Harayana. J Geol Soc India 62: 318-334.
    [8] Singh SK, Zeddies M, Shankar U, et al. (2019) Potential groundwater recharge zones within New Zealand. Geosci Front 10: 1065-1072. doi: 10.1016/j.gsf.2018.05.018
    [9] Achu AL, Raghunath R, Thomas J (2019) Mapping of groundwater recharge potential zones and identification of suitable site-specific recharge mechanisms in a tropical river basin. Earth Syst Environ 4: 131-145. doi: 10.1007/s41748-019-00138-5
    [10] Chandra S, Rao VA, Krishnamurthy NS, et al. (2006) Integrated studies for characterization of lineaments used to locate groundwater potential zones in a hard rock region of Karnataka, India. Hydrogeol J 14: 1042-1051. doi: 10.1007/s10040-006-0097-1
    [11] Hewaidy AGA, El-Motaal EA, Sultan SA, et al. (2015) Groundwater exploration using resistivity and magnetic data at the northwestern part of the Gulf of Suez, Egypt. Egyptian J Petroleum 24: 255-263. doi: 10.1016/j.ejpe.2015.07.010
    [12] Kumar AV, Mondal NC, Ahmed S (2020) Identification of Groundwater Potential Zones Using RS, GIS and AHP Techniques: A Case Study in a Part of Deccan Volcanic Province (DVP), Maharashtra, India. J India Soc Remote Sens 48: 497-511. doi: 10.1007/s12524-019-01086-3
    [13] Ahmed AA, Shabana AR (2020) Integrating of Remote Sensing, GIS and Geophysical Data for Recharge Potentiality Evaluation in Wadi El Tarfa, Eastern Desert, Egypt. J Africa Earth Sci 172: 1-39.
    [14] Kumar MG, Agrawal AK, Rameshwar B (2008) Delineation of potential sites for water harvesting structures using remote sensing and GIS. J Indian Soc Remote Sens 36: 323-334. doi: 10.1007/s12524-008-0033-z
    [15] Harini P, Sahadevan DK, Das IC, et al. (2018) Regional groundwater assessment of Krishna River basin using integrated GIS approach. J Indian Soc Remote Sens 46: 1365-1377. doi: 10.1007/s12524-018-0780-4
    [16] Shailaja G, Kadam AK, Gupta G, et al. (2019) Integrated geophysical, geospatial and multiple-criteria decision analysis techniques for delineation of groundwater potential zones in a semi-arid hard-rock aquifer in Maharashtra, India. Hydrogeol J 27: 639-654. doi: 10.1007/s10040-018-1883-2
    [17] NRLD (2009) National register of large dams—2009, CWC, New Delhi.
    [18] Zernitz ER (1932) Drainage patterns and their significance. J Geol 40: 498-521. doi: 10.1086/623976
    [19] MNGLM (2010) Manual for National Geomorphological and Lineament Mapping on 1: 50,000 scale—A project under National (Natural) Resources Census (NRC). 1st Edn. Geol Survey India, Ministry of mines, Government of India. Indian Space Research Organization, Department of Space, Government of India.
    [20] Sitharam TG, Ganesha Raj K, Ambazhagan P, et al. (2007) Use of remote sensing data and past earthquake events for deterministic seismic hazard analysis of Bangalore. Proc Confer Adv Space Sci Tech 6: 290-297.
    [21] DMG (2018) District survey report. Department of Mines and Geology, Government of Andhra Pradesh. 1-125.
    [22] Saaty TL (1980) The Analytic Hierarchy Process, New York: McGraw Hill. International, Translated to Russian, Portuguese, and Chinese, Rev edns, Paperback (1996, 2000), Pittsburgh: RWS Publications.
    [23] Saaty TL (1990) How to make a decision: The analytic hierarchy process. Euro J Oper Res 48: 9-26. doi: 10.1016/0377-2217(90)90057-I
    [24] Machiwal D, Jha MK, Mal BC (2011) Assessment of groundwater potential in a semi-arid region of India using remote sensing, GIS and MCDM techniques. Water Resour Manag 25: 1359-1386. doi: 10.1007/s11269-010-9749-y
    [25] Pinto D, Shreshta S, Bable MS, et al. (2017) Delineation of groundwater potential zones in the Comoro watershed, Timor Leste using GIS, remote sensing and analytic hierarchy process (AHP) technique. Applied Water Sci 7: 503-519. doi: 10.1007/s13201-015-0270-6
    [26] Agarwal R, Garg PK (2016) Remote sensing and GIS based groundwater potential & Recharge zones mapping using multi-criteria decision making technique. Water Resour Manag 30: 243-260. doi: 10.1007/s11269-015-1159-8
    [27] Jha MK, Chowdary VM, Chowdhury A (2010) Groundwater assessment in Salboni Block, West Bengal (India) using remote sensing, geographical information system and multi-criteria decision analysis techniques. Hydrogeol J 18: 1713-1728. doi: 10.1007/s10040-010-0631-z
    [28] Saaty TL (2008) Decission making with the analytical hierarchy process. Inter J Services Sci 1: 83-98. doi: 10.1504/IJSSCI.2008.017590
    [29] Nag SK, Ghosh P (2012) Delineation of groundwater potential zone in Chhatna Block, Bankura District, West Bengal, India using remo­ te sensing and GIS techniques. J Environ Earth Sci 70: 2115-2127. doi: 10.1007/s12665-012-1713-0
    [30] Etishree A, Rajat A, Garg RD, et al. (2013) Delineation of groundwater potential zone: An AHP/ANP approach. J Earth Syst Sci 122: 887-898. doi: 10.1007/s12040-013-0309-8
    [31] Suganthi S, Elango L, Subramanian SK (2013) Groundwater potential zonation by remote sensing and GIS techniques and its relation to the groundwater level in the coastal part of the Arani and Koratalai river basin, Southern India. Earth Sci Res J 17: 87-95.
    [32] Behzad HRM, Charchi A, Kalantari N, et al. (2019) Delineation of groundwater potential zones using remote sensing (RS), geographical information system (GIS) and analytical hierarchy process (AHP) techniques: a case study in the Leylia-Keynow Watershed, southwest of Iran. Carbon Evapor 34: 1307-1319. doi: 10.1007/s13146-018-0420-7
    [33] Adji TN, Sejati SP (2014) Identification of groundwater potential zones within an area with various geomorphological units by using several field parameters and a GIS approach in Kulon Progo Regency, Java, Indonesia. Arab J Geosci 7: 161-172. doi: 10.1007/s12517-012-0779-z
    [34] Senthil Kumar GR, Shankar K (2014) Assessment of groundwater potential zones using GIS. Front Geosci 2: 1-10.
    [35] Kolandhavel P, Ramamoorthy S (2019) Investigation of groundwater potential zones in NandiAru Sub Basin, Tamilnadu, India—an integrated geophysical and geoinformatics approach. Arab J Geosci 12: 105. doi: 10.1007/s12517-019-4247-x
    [36] Malczewski J (1999) GIS And Multicriteria Decision Analysis. John Wiley and Sons.
    [37] Sahoo S, Jha MK, Kumar N, et al. (2015) Evaluation of GIS-based multicriteria decision analysis and probabilistic modeling for exploring groundwater prospects. J Environ Earth Sci 74: 2223-2246. doi: 10.1007/s12665-015-4213-1
    [38] GSI maps (1998) Geology and minerals of East Godavari district, Andhra Pradesh, India. Geol Survey India.
    [39] Akinlalu AA, Adegbuyiro A, Adiat KAN, et al. (2017) Application of multi-criteria decision analysis in prediction of groundwater resources potential: A case of Oke-Ana, Ilesa Area Southwestern, Nigeria. NRIAG J Astron Geophys 6: 184-200. doi: 10.1016/j.nrjag.2017.03.001
    [40] Subba Rao N (2012) Indicators for occurrence of groundwater in the rocks of Eastern Ghats. Current Sci 103: 352-353.
    [41] Singh PK, Kumar S, Singh UC (2011) Groundwater resource evaluation in the Gwalior area, India, using satellite data: an integrated geomorphological and geophysical approach. Hydrogeol J 19: 1421-1429. doi: 10.1007/s10040-011-0758-6
    [42] Barik KK, Dalai PC, Goudo SP, et al. (2017) Delineation of groundwater potential zone in Baliguda block of Kandhamal District, Odisha using geospatial technology approach. Int J Adv Remote Sens GIS 6: 2068-2079. doi: 10.23953/cloud.ijarsg.33
    [43] Roy A, Keesari T, Sinha UK, Sabarathinam C (2019) Delineating groundwater prospect zones in a region with extreme climatic conditions using GIS and remote sensing techniques: A case study from central India. J Earth Syst Sci 128: 201. doi: 10.1007/s12040-019-1205-7
    [44] Fashae OA, Tijani MN, Talabi AO, et al. (2014) Delineation of groundwater potential zones in the crystalline basement terrain of SW-Nigeria: an integrated GIS and remote sensing approach. Applied Water Sci 4: 19-38. doi: 10.1007/s13201-013-0127-9
    [45] Muniraj K, Jesudhas CJ, Chinnasamy A (2020) Delineating the Groundwater Potential Zone in Tirunelveli Taluk, South Tamil Nadu, India, Using Remote Sensing, Geographical Information System (GIS) and Analytic Hierarchy Process (AHP) Techniques. Proc National Acad Sci India Sec A Phys Sci 90: 661-676. doi: 10.1007/s40010-019-00608-5
    [46] Selvam S, Magesh NS, Sivasubramanian P, et al. (2014) Deciphering of Groundwater Potential Zones in Tuticorin, Tamil Nadu, using Remote Sensing and GIS Techniques. J Geol Soc India 84: 597-608. doi: 10.1007/s12594-014-0167-2
    [47] Jhariya DC, Kumar T, Gobinath M, et al. (2016) Assessment of Groundwater Potential Zone Using Remote Sensing, GIS and Multi Criteria Decision Analysis Techniques. J Geol Soc India 88: 481-492. doi: 10.1007/s12594-016-0511-9
    [48] Todd DK (1980) Groundwater hydrology. 2nd Edn. Geol Magazine, John Wiley, 535.
    [49] Suja Rose RS, Krishnana N (2009) Spatial Analysis of Groundwater Potential using Remote Sensing and GIS in the Kanyakumari and Nambiyar Basins. J Indian Soc Remote Sens 37: 681- 692. doi: 10.1007/s12524-009-0058-y
    [50] Ibrahim-Bathis K, Ahmed SA (2016) Geospatial technology for delineating groundwater potential zones in Doddahalla watershed of Chitradurga district, India. Egypt J Remote Sens Space Sci 19: 223-234.
    [51] Jaiswal RK, Mukherjee S, Krishnamurthy J, et al. (2003) Role of remote sensing and GIS techniques for generation of groundwater prospect zones towards rural development—an approach. Int J Remote Sens 24: 993-1008. doi: 10.1080/01431160210144543
    [52] Chowdary VM, Rao NH, Sarma PBS (2003) GIS-based decision support system for groundwater assessment in large irrigation project areas. Agri Water Manag 62: 229-252. doi: 10.1016/S0378-3774(03)00144-6
    [53] Ayuk MA, Adelusi AO, Adiat KAN (2013) Evaluation of groundwater potential and aquifer protective capacity assaament at Tutugbua-Olugboyega area, off Ondo Road, Akure, southwestern Nigeria. Int J Phys Sci 8: 37-50. doi: 10.5897/IJPS09.299
    [54] Zohdy AAR, Eaton GP, Mabey DR (1974) Application of surface geophysics to ground-water investigation, 2nd Edn. US Geol Survey, Reston, VA.
    [55] Keller GV, Frischknecht FC (1966) Electrical methods in geophysical prospecting. Int Series Electromag Waves 10: 526.
    [56] Murthy KSR, Mamo AG (2009) Multi-criteria decision evaluation in groundwater zones identification in Moyale Teltele-subbasin South Ethiopia. Int J Remote Sens 30: 2729-2740. doi: 10.1080/01431160802468255
    [57] Demirkesen AC, Budak S, Simsek C, et al. (2020) Investigation of groundwater potential and groundwater pollution risk using the multi-criteria method: a case study (the Alaşehir sub-basin, western Turkey). Arab J Geosci 13: 385. doi: 10.1007/s12517-020-05359-x
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