Processing math: 99%
Research article Topical Sections

Remote sensing-based groundwater potential evaluation in a fractured-bedrock mountainous area

  • Received: 14 October 2023 Revised: 09 February 2024 Accepted: 07 March 2024 Published: 07 April 2024
  • Assessing the capacity of groundwater is essential for efficient water management. Regrettably, evaluating the potential of groundwater in regions with limited data accessibility, particularly in mountainous regions, presents significant challenges. In the Nan basin of Thailand, where there is a scarcity of groundwater well data, we utilized remote sensing and geographic information system (GIS) techniques for evaluating and determining the potential of groundwater resources. The analysis included seven hydrological factors, including elevation, drainage density, lineament density, land use and land cover, slope, soil moisture, and geology. The quantification of groundwater potential was conducted by the utilization of linear combination overlays, employing weights derived from two distinct methodologies: the analytical hierarchy process (AHP) and the frequency ratio (FR). Interestingly, it is noteworthy that both the FR and AHP approaches demonstrated a very comparable range of accuracy levels (0.89–1.00) when subjected to cross-validation using field data pertaining to groundwater levels. Although the FR technique has shown efficacy in situations when data is well-distributed, it displayed constraints in regions with less data, which could potentially result in misinterpretations. On the other hand, the AHP provided a more accurate assessment of the potential of groundwater by taking into account the relative importance of the criteria throughout the full geographical scope of the study. Moreover, the AHP has demonstrated its significance in the prioritization of parameters within the context of water resource management. This research contributes to the development of sustainable strategies for managing groundwater resources.

    Citation: Nudthawud Homtong, Wisaroot Pringproh, Kankanon Sakmongkoljit, Sattha Srikarom, Rungtiwa Yapun, Ben Wongsaijai. Remote sensing-based groundwater potential evaluation in a fractured-bedrock mountainous area[J]. AIMS Geosciences, 2024, 10(2): 242-262. doi: 10.3934/geosci.2024014

    Related Papers:

    [1] Xin-Guang Yang, Lu Li, Xingjie Yan, Ling Ding . The structure and stability of pullback attractors for 3D Brinkman-Forchheimer equation with delay. Electronic Research Archive, 2020, 28(4): 1395-1418. doi: 10.3934/era.2020074
    [2] Rui Ma, Xin-You Meng . Dynamics of an eco-epidemiological model with toxicity, treatment, time-varying incubation. Electronic Research Archive, 2025, 33(5): 3074-3110. doi: 10.3934/era.2025135
    [3] Shu Wang, Mengmeng Si, Rong Yang . Dynamics of stochastic 3D Brinkman-Forchheimer equations on unbounded domains. Electronic Research Archive, 2023, 31(2): 904-927. doi: 10.3934/era.2023045
    [4] Wenlong Sun . The boundedness and upper semicontinuity of the pullback attractors for a 2D micropolar fluid flows with delay. Electronic Research Archive, 2020, 28(3): 1343-1356. doi: 10.3934/era.2020071
    [5] Xinfeng Ge, Keqin Su . Stability of thermoelastic Timoshenko system with variable delay in the internal feedback. Electronic Research Archive, 2024, 32(5): 3457-3476. doi: 10.3934/era.2024160
    [6] Lingrui Zhang, Xue-zhi Li, Keqin Su . Dynamical behavior of Benjamin-Bona-Mahony system with finite distributed delay in 3D. Electronic Research Archive, 2023, 31(11): 6881-6897. doi: 10.3934/era.2023348
    [7] Meng Hu, Xiaona Cui, Lingrui Zhang . Exponential stability of Thermoelastic system with boundary time-varying delay. Electronic Research Archive, 2023, 31(1): 1-16. doi: 10.3934/era.2023001
    [8] Xiaoxia Wang, Jinping Jiang . The uniform asymptotic behavior of solutions for 2D g-Navier-Stokes equations with nonlinear dampness and its dimensions. Electronic Research Archive, 2023, 31(7): 3963-3979. doi: 10.3934/era.2023201
    [9] Yi Gong . Consensus control of multi-agent systems with delays. Electronic Research Archive, 2024, 32(8): 4887-4904. doi: 10.3934/era.2024224
    [10] San-Xing Wu, Xin-You Meng . Hopf bifurcation analysis of a multiple delays stage-structure predator-prey model with refuge and cooperation. Electronic Research Archive, 2025, 33(2): 995-1036. doi: 10.3934/era.2025045
  • Assessing the capacity of groundwater is essential for efficient water management. Regrettably, evaluating the potential of groundwater in regions with limited data accessibility, particularly in mountainous regions, presents significant challenges. In the Nan basin of Thailand, where there is a scarcity of groundwater well data, we utilized remote sensing and geographic information system (GIS) techniques for evaluating and determining the potential of groundwater resources. The analysis included seven hydrological factors, including elevation, drainage density, lineament density, land use and land cover, slope, soil moisture, and geology. The quantification of groundwater potential was conducted by the utilization of linear combination overlays, employing weights derived from two distinct methodologies: the analytical hierarchy process (AHP) and the frequency ratio (FR). Interestingly, it is noteworthy that both the FR and AHP approaches demonstrated a very comparable range of accuracy levels (0.89–1.00) when subjected to cross-validation using field data pertaining to groundwater levels. Although the FR technique has shown efficacy in situations when data is well-distributed, it displayed constraints in regions with less data, which could potentially result in misinterpretations. On the other hand, the AHP provided a more accurate assessment of the potential of groundwater by taking into account the relative importance of the criteria throughout the full geographical scope of the study. Moreover, the AHP has demonstrated its significance in the prioritization of parameters within the context of water resource management. This research contributes to the development of sustainable strategies for managing groundwater resources.



    Let Ω be a domain of Rn, n2, made up of a connected set Ωε1 and a disconnected one, Ωε2, consisting of ε-periodic connected inclusions of size ε. Let Γε=Ωε2 denote the interface separating the two sub-domains of Ω and suppose that ΩΓε= (see Figure 1).

    Figure 1.  The two-component domain Ω.

    In the first part of the paper, we consider the stationary heat equation in the two component composite modelized by Ω, assuming that on the interface Γε the heat flux is proportional to the jump of the temperature field, by means of a function of order εγ (see Section 3, problem (3.1)). The order of magnitude of the parameter γ, with respect to the period ε, determines the influence of the thermal resistance in the heat exchange between the two materials (see [5] for the physical justification of the model). As observed by H.C. Hummel in [41], it is natural to suppose γ1, otherwise one cannot expect to have boundedness of the solutions.

    This interface problem was studied in [28,49,50] in the case of fixed source term in L2 by the classical method of oscillating test functions due to L. Tartar (see also [9], Section 8.5). The authors proved that, as long as the interfacial resistance increases, one gets, at the limit, a composite where the two components become more and more isolated. More precisely, asymptotically, the composite behaves as in presence of just one temperature field. However, the effective thermal conductivity of the homogenized material changes according to γ. Indeed,

    - for γ<1, it is the one obtained in the case of a classical composite without barrier resistance;

    - for γ=1, it also takes into account the contact barrier;

    - for 1<γ<1, it is the one obtained in the case of a perforated composite with no material occupying the inclusions;

    - for γ=1, it is the same of the previous case, but an additional term depending on the interface resistance appears in the limit behaviour of the solution. This means that the heat exchange is not sufficient to spread out the interfacial contribution and the heat source inside the inclusions.

    Later on, in [26], the above results were recovered and completed by specifying the convergences of the flux by means of the periodic unfolding method, introduced for the first time by D. Cioranescu, A. Damlamian and G. Griso in [6].

    In [35], with the further assumption of symmetry of the coefficients' matrix, these results were extended, only for 1<γ1, to the case of source terms converging in a space of functions less regular than the usual L2, by using the classical method of oscillating test functions due to L. Tartar (see also [9], Section 8.5). Some difficulties arose when considering the remaining values of γ.

    In this paper, our first aim is to overcome these difficulties by means of the periodic unfolding method and to conclude the asymptotic analysis started in [35] by considering the remaining cases γ<1 and γ=1.

    More precisely, in Theorems 3.14 and 3.18 (see also Corollaries 3.15 and 3.19), we prove that also in this framework, at the limit one gets the same effective thermal conductivities of [26,49]. Nevertheless, due to the less regularity of the source terms, a relevant difference appears. Indeed, here the heat source in the limit problem depends on subsequences of the heat sources at ε-level (see Remarks 3.16 and 3.20). We remark that, if fixed right-hand members are considered, the homogenization results of this paper exacltly recover the ones of [26,49]. Moreover, we point out that the arguments used in this work can be easily adapted to the cases 1<γ<1 and γ=1. In fact we improve the results of [35] since we don't require the coefficients' matrix to be symmetric anymore.

    Physically speaking, the weak data may model two different wiry heat sources positioned in the two components of the material, for n=2, or two heat sources that can be represented as n1-dimensional varieties, for n3.

    The above mentioned homogenization results with less regular source terms, interesting in itself, have as relevant application the study of the exact controllability of hyperbolic problems set in composites with the same structure and presenting the same jump condition on the interface, that cannot be performed at all using the results of [26,49].

    For an evolution problem, given a time interval [0,T], the exact controllability issue consists in asking if it is possible to act on the solutions, by means of a suitable control, in order to drive the system to a desired state at time T, for all initial data. When homogenization processes are involved, a further interesting question arises: provided the exact controllabilities of the ε-problems and of the homogenized one, do the exact controls and the corresponding states at ε-level converge to the ones of the homogenized problem? Having in mind this question, the second aim of this paper is to study the asymptotic behaviour of the exact controls and the corresponding states of the wave equation in a medium made up of two components with very different coefficients of propagation, giving rise to the jump condition on the interface depending on γ (see Section 4, problem (4.1)). Taking into account the homogenization results of Section 3, in Theorem 4.3 we give a positive answer to the above question, for γ1. For the remaining cases of γ we refer the reader to [36].

    The plan of the paper is the following one. In Section 2, we describe in details the two component domain Ω. In Section 3, at first, we recall the definitions and the properties of specific functional spaces, suitable for the solutions of these kinds of interface problems, introduced in [21,23,28,49]. Then, we remind the definitions and the main properties of two unfolding operators for the two component domain Ω, defined for the first time in [7,26]. Finally, we develop the homogenization of the stationary imperfect transmission problem with less regular source term, by means of the periodic unfolding method. Section 4, is devoted to the study of the exact controllability of the hyperbolic imperfect transmission problem. Here we use a constructive method, known as Hilbert Uniqueness Method, introduced for the first time by Lions in [44,45]. The idea is to build the exact controls as the solutions of transposed problems associated to suitable initial conditions obtained by calculating at zero time the solutions of related backward problems. These controls, obtained by HUM, are also energy minimizing controls. More precisely, in Theorem 4.3, we describe the asymptotic behavior of the ε-controllability problem. To this aim, at first, we recall the homogenization results of [21] for the wave equation in the same two component domain Ω (cf. Theorem 4.5). Then, having in mind the transposed problem at ε-level given by HUM method, we prove a homogenization result for the wave equation but with less regular initial data and zero right-hand member (cf. Theorem 4.7). This requires the asymptotic analysis of a stationary ε-problem, with right-hand member converging in a space of functions less regular than the usual L2, which is possible thanks to the results of Section 3. Finally we prove that the exact control of the problem at ε-level and the corresponding state, converge, as ε0, to the exact control and to the solution of the homogenized problem respectively.

    Similar elliptic homogenization problems and corrector results can be found in [1,3,19,20,28,41,47,48,49,50,51]. Different homogenization results for stationary problems in ε-periodic perforated domains have been studied in [4,29,37]. For previous homogenization results in the case of weakly converging data, we quote Tartar (see [9], Proposition 8.17, Remark 8.18 and Theorem 8.19) and [13,52]. As regards evolution problems in domains with imperfect interface, we refer to [21,22,23,54,55].

    The exact controllability of hyperbolic problems with oscillating coefficients in fixed domains is treated in [44] and, in the case of perforated domains, in [8,11]. In [14]÷[18], [31]÷[33] and [53], the authors study the optimal control and exact controllability problems in domains with highly oscillating boundary. We refer the reader to [38,39] for the optimal control of hyperbolic problems in composites with imperfect interface and to [42] for the optimal control of rigidity parameters of thin inclusions in composite materials. We quote [23]÷[25] and [34] for the correctors and the approximate control for a class of parabolic equations with interfacial contact resistance. In [30], the approximate controllability of linear parabolic equations in perforated domains is considered. In [57,58], the author treats the approximate controllability of a parabolic problem with highly oscillating coefficients in a fixed domain. Null controllability results for semilinear heat equations in a fixed domain can be found in [40], while the exact internal controllability and exact boundary controllability for semilinear wave equations are considered in [43] and [56], respectively.

    Let Y:=ni=1]0,li[, n2, be the reference cell, where li, for i=1,,n, are positive real numbers. Then, let Y1 and Y2 be two nonempty open and disjoint subsets of Y such that

    ¯Y2YY:=Y1¯Y2.

    Moreover we suppose that Y1 is connected and Γ:=Y2 is Lipschitz continuous.

    For any kZn, we denote by Yki and Γk the following translated sets

    Yki:= kl+Yi,i=1,2,Γk:= kl+Γ,

    where kl=(k1l1,,knln). Moreover, for any given ε, we set

    Kε:= {kZn|εΓkΩ},

    where ε is a sequence of positive real numbers converging to zero.

    Let Ω be a connected open bounded subset of Rn, we define

    Ωεi:= Ω{kKεεYki},i=1,2,Γε:=Ωε2

    and assume that

    Ω(kZn(εΓk))=. (2.1)

    We explicitly observe that, by construction, the set Ω is decomposed into two components Ω=Ωε1¯Ωε2 with Ωε1 connected and Ωε2 a disconnected union of ε-periodic disjoint translated sets of εY2. In view of (2.1), the interface separating the two components, Γε, is such that ΩΓε= (see Figure 1).

    Throughout the paper we denote by

    ˜u: the zero extension to the whole Ω of a function u defined on Ωε1 or Ωε2,

    χE: the characteristic function of any measurable set ERn,

    ME(f):=1|E|Efdx, the average on E of any function fL1(E).

    Let us recall (see for istance [9]) that, as ε0,

    χΩεiθi:=|Yi||Y|weakly inL2(Ω), for i=1,2, (2.2)

    θi being the proportion of the material occupying Ωεi.

    Our first goal is to describe, for γ1, the asymptotic behavior, as ε0, of the following stationary problem

    {div(Aεu1ε)=f1ε inΩε1,div(Aεu2ε)=f2ε in Ωε2,Aεu1εn1ε=Aεu2εn2ε on Γε,Aεu1εn1ε=εγhε(u1εu2ε) on Γε,u1ε=0 on Ω, (3.1)

    where niε is the unitary outward normal to Ωεi, i = 1, 2.

    We suppose that

    AM(α,β,Y) (3.2)

    for some α,βR, 0<α<β, where M(α,β,Y) is the set of the n×nY periodic matrix-valued functions with bounded coefficients such that, for any λRn,

    {(Aλ,λ)α|λ|2a.e. in Y,|Aλ|β|λ|a.e. in Y. (3.3)

    We assume that

    {h is a Yperiodic function in L(Γ) andh0Rsuch that 0<h0<h(y) a.e. in Γ. (3.4)

    Moreover, for any fixed ε, Aε,hε are given by

    Aε(x)=A(xε)a.e. in Ω, (3.5)
    hε(x)=h(xε)a.e. on Γε. (3.6)

    In this subsection, we recall the definition and some useful properties of a class of functional spaces introduced for the first time in [49], and successively in [28], when studying the analogous stationary problem but with regular data (see also [19,23]). These spaces take into account the geometry of the domain where the material is confined as well as the boundary and interfacial conditions, hence they are suitable for the solutions of this particular kind of interface problems.

    Definition 3.01. [[49]] For every γR, the Banach space Hεγ is defined by

    Hεγ:={u=(u1,u2)|u1Vε,u2H1(Ωε2)} (3.7)

    equipped with the norm

    u2Hεγ=u12L2(Ωε1)+u22L2(Ωε2)+εγu1u22L2(Γε) (3.8)

    where

    Vε:={vH1(Ωε1)|v=0 on Ω}

    is a Banach space endowed with the norm

    vVε=vL2(Ωε1), (3.9)

    see [12].

    The condition on Ω in the definition of Vε has to be understood in a density sense, since we don't require any regularity on Ω. Namely, Vε is the closure, with respect to the H1(Ωε1)-norm, of the set of the functions in C(Ωε1) with a compact support contained in Ω. This can be done in view of (2.1).

    Proposition 3.2 ([23,26]). There exists a positive constant C1, independent of ε, such that

    u2HεγC1(1+εγ1)u2Vε×H1(Ωε2)γR,uHεγ. (3.10)

    If γ1, then there exists another positive constant C2, independent of ε, such that

    C2u2Vε×H1(Ωε2)u2HεγC1(1+εγ1)u2Vε×H1(Ωε2)uHεγ. (3.11)

    Corollary 3.3 ([26]). Let uε=(u1ε,u2ε) be a bounded sequence of Hεγ. Then, if γ1, there exists a positive constant C, independent of ε, such that

    u2εH1(Ωε2)C. (3.12)

    We denote by (Hεγ) the dual of Hεγ. As proved in [23], for any fixed ε, the norms of (Hεγ) and (Vε)×(H1(Ωε2)) are equivalent. Moreover, if v=(v1,v2)(Vε)×(H1(Ωε2)) and u=(u1,u2)Vε×H1(Ωε2), then

    v,u(Hεγ),Hεγ=v1,u1(Vε),Vε+v2,u2(H1(Ωε2)),H1(Ωε2). (3.13)

    For sake of simplicity, throughout this paper, we denote by L2ε(Ω):=L2(Ωε1)×L2(Ωε2). The space L2ε(Ω) will be equipped with the usual product norm, that is,

    (w1,w2)2L2ε(Ω)=w12L2(Ωε1)+w22L2(Ωε2)(w1,w2)L2ε(Ω).

    Since the homogenization results proved in this section will be applied to study the exact controllability of the wave equation in composites with the same structure, we need to recall some further properties of the space Hεγ.

    Remark 3.4. We point out that Hεγ is a separable and reflexive Hilbert space dense in L2ε(Ω). Furthermore, HεγL2ε(Ω) with continuous imbedding. On the other hand, one has that L2ε(Ω)(Hεγ), where L2ε(Ω) is a separable Hilbert space. This means that the triple (Hεγ,L2ε(Ω),(Hεγ)) is an evolution triple. We refer the reader to [21,22] for an in-depth analysis on this aspect.

    In this subsection, we recall the definitions and the main properties of two unfolding operators. The first one, Tε1, concerning functions defined in Ωε1, is exactly that introduced in [7] for perforated domains. The second one, Tε2, acts on functions defined in Ωε2 and was defined for the first time in [26]. These operators map functions defined on the oscillating domains Ωε1, Ωε2 into functions defined on the fixed domains Ω×Y1 and Ω×Y2, respectively. Consequently, there is no need to introduce extension operators to pass to the limit in the problem.

    Using the notations of Section 2, let us introduce the following sets (see Figure 2)

    Figure 2.  The sets ˆΩε and Λε.

    ˆKε={kZn|εYkΩ}

    ˆΩε=intkˆKεε(kl+¯Y),Λε=ΩˆΩε,

    ˆΩεi=kˆKεεYki,Λεi=ΩεiˆΩεi,i=1,2,ˆΓε=ˆΩε2.

    In the sequel, for zRn, we use [z]Y to denote its integer part kl, such that z[z]YY and set

    {z}Y=z[z]YY    a.e. in Rn.

    Then, for a.e. xRn, one has

    x=ε([xε]Y+{xε}Y).

    Definition 3.5. [[7,26]] For any Lebesgue-measurable function ϕ on Ωεi, i=1,2, the periodic unfolding operator Tεi is defined by

    Tεi(ϕ)(x,y)={ϕ(ε[xε]Y+εy)a.e. (x,y)ˆΩε×Yi0a.e. (x,y)Λε×Yi.

    Remark 3.6. In order to simplify the presentation, in the sequel if Φ is a function defined in Ω, we simply denote Tεi(Φ|Ωεi) by Tεi(Φ), for i=1,2.

    Let us collect the following results which are proved in [7,10,26].

    Proposition 3.7 ([7,10,26]). Let p[1,+[ and i=1,2. The operators Tεi are linear and continuous from Lp(Ωεi) to Lp(Ω×Yi). Moreover,

    i) Tεi(φψ)=Tεi(φ)Tεi(ψ), for every φ,ψ Lebesgue-measurable on Ωεi.

    ii) For every φL1(Ωεi), one has

    1|Y|Ω×YiTεi(φ)(x,y)dxdy=ˆΩεiφ(x)dx=Ωεiφ(x)dxΛεiφ(x)dx.

    iii) For every φLp(Ωεi), one has

    Tεi(φ)Lp(Ω×Yi)|Y|1/pφLp(Ωεi).

    iv) For every φLp(Ω), one has

    Tεi(φ)φ strongly in Lp(Ω×Yi).

    v) Let φε be a sequence in Lp(Ω) such that φεφ strongly in Lp(Ω). Then,

    Tεi(φε)φ strongly in Lp(Ω×Yi).

    vi) Let φLp(Yi) be a Y-periodic function and set φε(x)=φ(xε). Then

    Tεi(φε)(x,y)=φ(y)a.e.in ˆΩε×Yi.

    vii) Let φW1,p(Ωεi). Then

    y[Tεi(φ)]=εTεi(φ) and Tεi(φ)L2(Ω,W1,p(Yi)).

    The following convergence result holds:

    Proposition 3.8 ([6,7,10,26]). Let p]1,+[ and i=1,2.

    If φεLp(Ωεi) satisfies φεLp(Ωεi)C and Tεi(φε)ˆφ weakly in Lp(Ω×Yi), then

    ˜φεθiMYi(ˆφ)  weakly in Lp(Ω)

    where θi is given in (2.2).

    We now give a result concerning the jump on the interface proved in [26].

    Lemma 3.9 ([26]). Let φD(Ω), h satisfy (3.4) and uε=(u1ε,u2ε)Hεγ. Then, for ε small enough, we have

    εΓεhε(u1εu2ε)φdσx=1|Y|Ω×Γh(y)(Tε1(u1ε)Tε2(u2ε))Tε1(φ)dxdσy

    with hε given by (3.6)

    Let us finally recall a known result about the convergences of the unfolding operators, previously introduced, applied to bounded sequences in Hεγ. We restrict our attention to the case we are interested in, γ1.

    Theorem 3.10 ([26,27]). Let γ1 and uε=(u1ε,u2ε) be a bounded sequence in Hεγ, then there exist a subsequence, still denoted ε, uH10(Ω), ˆu1L2(Ω,H1per(Y1)) with MΓ(ˆu1)=0 a.e. in Ω and ˆu2L2(Ω,H1(Y2)) such that

    {Tε1(u1ε)ustrongly inL2(Ω,H1(Y1)),Tε1(u1ε)u+yˆu1weakly inL2(Ω×Y1), (3.14)
    {Tε2(u2ε)uweakly inL2(Ω,H1(Y2))Tε2(u2ε)u+yˆu2weakly inL2(Ω×Y2). (3.15)

    Furthermore,

    i) if γ<1, we have

    ˆu1=ˆu2+ξΓ on Ω×Γ

    for some function ξΓL2(Ω);

    ii) if γ=1, the following convergence holds

    Tε1(u1ε)Tε2(u2ε)εˆu1ˆu2    weakly in L2(Ω×Γ).

    Let fε(Hεγ), by (3.13), the variational formulation of problem (3.1) is the following

    {Find (u1ε,u2ε)Hεγ s. t. Ωε1Aεu1εv1dx+Ωε2Aεu2εv2dx+εγΓεhε(u1εu2ε)(v1v2)dσx=f1ε,v1(Vε),Vε+f2ε,v2(H1(Ωε2)),H1(Ωε2)   (v1,v2)Hεγ. (3.16)

    The existence and uniqueness of a solution uε:=(u1ε,u2ε) of (3.1), for every fixed ε, is a result of the Lax-Milgram theorem, together with Proposition 3.2.

    In order to describe the asymptotic behaviour, as ε tends to zero, of the solution uε of problem (3.1), we suppose that there exists a positive constant C, independent of ε, such that

    fε(Hεγ)C. (3.17)

    Remark 3.11. Let us observe that, if (u1,u2)H10(Ω)×H1(Ω), then the couple (u1|Ωε1,u2|Ωε2)Vε×H1(Ωε2). Then it is easily seen that the functionals

    ¯f1ε:H10(Ω)R,
    ¯f2ε:H1(Ω)R

    defined as

    ¯f1ε(u1)=f1ε,u1|Ωε1(Vε),Vε (3.18)
    ¯f2ε(u2)=f2ε,u2|Ωε2(H1(Ωε2)),H1(Ωε2), (3.19)

    are linear and continuous. Therefore (3.18) and (3.19) can be rewritten as

    ¯f1ε,u1H1(Ω),H10(Ω)=f1ε,u1|Ωε1(Vε),Vε (3.20)
    ¯f2ε,u2(H1(Ω)),H1(Ω)=f2ε,u2|Ωε2(H1(Ωε2)),H1(Ωε2). (3.21)

    Moreover, due to (3.17), one has

    ¯f1εf1 in H1(Ω),¯f2εf2 in (H1(Ω)), (3.22)

    up to a subsequence, still denoted ε.

    In the sequel, for sake of simplicity and where no ambiguity arises, in view of (3.20) and (3.21) we will still denote by f1ε and f2ε the functionals ¯f1ε and ¯f2ε respectively.

    Let us first recall an a priori estimate proved in [28,49] in the case of fixed datum in L2(Ω) and extended in [35] to the case of weakly converging ones.

    Proposition 3.12. Let uε be the solution of problem (3.1). Then, under assumptions (3.2)÷ (3.6) and (3.17), uε is a bounded sequence in Hεγ.

    We describe the homogenized problems for every γ1 by treating separately the two cases γ<1, γ=1. In the case γ=1, when passing to the limit in problem (3.16), we meet an additional difficulty to treat the integral over the interface. In order to overcome that, we use Theorem 3.10 ii).

    Now, let us consider an auxiliary problem related to problem (3.1), already introduced in [35], i.e.

    {Δρ1ε=f1ε inΩε1,Δρ2ε=f2ε inΩε2,ρ1εn1ε=ρ2εn2ε on Γε,ρ1εn1ε=εγhε(ρ1ερ2ε) on Γε,ρ1ε=0 on Ω, (3.23)

    where fε, hε and niε, i=1,2, are the same of problem (3.1). The variational formulation of (3.23) is

    {Find (ρ1ε,ρ2ε)Hεγ s. t. Ωε1ρ1εv1dx+Ωε2ρ2εv2dx+εγΓεhε(ρ1ερ2ε)(v1v2)dσx=f1ε,v1(Vε),Vε+f2ε,v2(H1(Ωε2)),H1(Ωε2)   (v1,v2)Hεγ. (3.24)

    Observe that, clearly, also for the solution ρε:=(ρ1ε,ρ2ε) of problem (3.23), under assumptions (3.4), (3.6) and (3.17), the same result as in Proposition 3.12 hold as well as those in Theorem 3.10.

    Let us start by using the unfolding method to prove a preliminary convergence result for a subsequence of the solutions of problem (3.23).

    Lemma 3.13. Let γ<1 and ρε be the solution of problem (3.23). Then, under the assumptions (3.4), (3.6) and (3.17), there exist a subsequence, still denoted ε, ρH10(Ω) and ˆρL2(Ω;H1per(Y)) with MΓ(ˆρ)=0 a.e. in Ω such that

    {Tε1(ρ1ε)ρstrongly inL2(Ω,H1(Y1)),Tε1(ρ1ε)ρ+yˆρ|Ω×Y1weakly inL2(Ω×Y1),Tε2(ρ2ε)ρweakly inL2(Ω,H1(Y2))Tε2(ρ2ε)ρ+yˆρ|Ω×Y2weakly inL2(Ω×Y2) (3.25)

    and

    1|Y|Ω×Y(ρ+yˆρ)yΦdxdy=limn+(limε0(f1ε,εωnψεnH1(Ω),H10(Ω)+f2ε,εωnψεn(H1(Ω)),H1(Ω)), (3.26)

    for every ΦL2(Ω,H1per(Y)) and where wnD(Ω) and ψεn(x)=ψn(x/ε), with ψnH1per(Y), for any nN, are such that

    wnψnΦ strongly in L2(Ω,H1per(Y)). (3.27)

    Proof. From Theorem 3.10 and Proposition 3.12 we deduce there exist a subsequence, still denoted ε, ρH10(Ω), ˆρ1L2(Ω,H1per(Y1)) with MΓ(ˆρ1)=0 a.e. in Ω and ˆρ2L2(Ω,H1(Y2)) such that the convergences (3.25)1,3 hold and

    {Tε1(ρ1ε)ρ+yˆρ1weakly inL2(Ω×Y1),Tε2(ρ2ε)ρ+yˆρ2weakly inL2(Ω×Y2). (3.28)

    Let us take v1=v2=vε=εωψε as test functions in (3.24), where ωD(Ω), ψH1per(Y) and ψε(x)=ψ(xε).

    The term concerning the interface vanishes and, in view of Remark 3.11, we get

    Ωε1ρ1εvεdx+Ωε2ρ2εvεdx=f1ε,vεH1(Ω),H10(Ω)+f2ε,vε(H1(Ω)),H1(Ω). (3.29)

    In view of the definitions of Λεi, i=1,2, and vε, by Proposition 3.7 ii), via unfolding, we get that, for ε sufficiently small, (3.29) can be rewritten as

    1|Y|Ω×Y1Tε1(ρ1ε)Tε1(vε)dxdy+1|Y|Ω×Y2Tε2(ρ2ε)Tε2(vε)dxdy=f1ε,vεH1(Ω),H10(Ω)+f2ε,vε(H1(Ω)),H1(Ω), (3.30)

    where we also used Proposition 3.7 i).

    Since vε(x)=εψ(xε)ω(x)+ω(x)yψ(xε), by Proposition 3.7 i), iv) and vi), it is easily seen that, for i=1,2,

    Tεi(vε)=ε ψTεi(ω)+yψTεi(ω)y(ωψ) strongly in L2(Ω×Yi). (3.31)

    From (3.28) and (3.31), passing to the limit as ε0 in (3.30) we obtain, up to a subsequence, still denoted ε,

    1|Y|Ω×Y1(ρ+yˆρ1)y(ωψ)dxdy+1|Y|Ω×Y2(ρ+yˆρ2)y(ωψ)dxdy=limε0(f1ε,εωψεH1(Ω),H10(Ω)+f2ε,εωψε(H1(Ω)),H1(Ω). (3.32)

    According to Theorem 3.10 i) we have ˆρ1=ˆρ2+ξΓ on Ω×Γ for some function ξΓL2(Ω).

    Thus, if we set

    ˆρ(,y)={ˆρ1(,y)yY1ˆρ2(,y)+ξΓyY2

    a.e. in Ω, and extend this function by periodicity to a function still denoted by ˆρ, we get that

    ˆρL2(Ω,H1per(Y))

    and mΓ(ˆρ)=0 for a.e. xΩ. Also note that

    {yˆρ|Ω×Y1=yˆρ1yˆρ|Ω×Y2=yˆρ2. (3.33)

    Therefore (3.28) and (3.33) give us (3.25)2,4 and (3.32) can be rewritten as

    1|Y|Ω×Y(ρ+yˆρ)y(ωψ)dxdy=limε0(f1ε,εωψεH1(Ω),H10(Ω)+f2ε,εωψε(H1(Ω)),H1(Ω). (3.34)

    Now let us take ΦL2(Ω,H1per(Y)). By density there exist wnD(Ω) and ψnH1per(Y), for any nN, such that

    wnψnΦ strongly in L2(Ω,H1per(Y)).

    Hence, (3.34) gives, for any fixed nN,

    1|Y|Ω×Y(ρ+yˆρ)y(ωnψn)dxdy=limε0(f1ε,εωnψεnH1(Ω),H10(Ω)+f2ε,εωnψεn(H1(Ω)),H1(Ω),

    where ψεn(x)=ψn(x/ε), for any nN. Passing to the limit as n+, we get (3.26).

    Now we are able to prove the homogenization result for problem (3.1) when γ<1.

    Theorem 3.14. Let γ<1 and uε be the solution of problem (3.1). Then, under the assumptions (3.2)÷ (3.6) and (3.17), there exist a subsequence, still denoted ε, uH10(Ω) and ˆuL2(Ω,H1per(Y)), with MΓ(ˆu)=0 a.e. in Ω, such that

    {˜uiεθiuweakly inL2(Ω)i=1,2,Tε1(u1ε)ustrongly inL2(Ω,H1(Y1))Tε1(u1ε)u+yˆu|Ω×Y1weakly inL2(Ω×Y1)Tε2(u2ε)uweakly inL2(Ω,H1(Y2))Tε2(u2ε)u+yˆu|Ω×Y2weakly inL2(Ω×Y2) (3.35)

    where the pair (u,ˆu) is the unique solution of the following problem

    {Find uH10(Ω)ˆuL2(Ω,H1per(Y)),withMΓ(ˆu)=0 a.e. xΩ, s.t. 1|Y|Ω×YA(y)(u+yˆu)(φ+yΦ)dxdy=f1,φH1(Ω),H10(Ω)+f2,φ(H1(Ω)),H1(Ω)+1|Y|Ω×Y(ρ+yˆρ)yΦdxdyφH10(Ω), ΦL2(Ω,H1per(Y)), (3.36)

    where ρ and ˆρ are as in Lemma 3.13, hence the term Ω×Y(ρ+yˆρ)yΦdxdy depends only on a subsequence of fε.

    Proof. Arguing as in the proof of Lemma 3.13, we get that there exist a subsequence, still denoted ε, uH10(Ω), ˆu1L2(Ω,H1per(Y1)) with MΓ(ˆu1)=0 a.e. in Ω and ˆu2L2(Ω,H1(Y2)) such that the convergences (3.35)2,4 hold and

    {Tε1(u1ε)u+yˆu1weakly inL2(Ω×Y1),Tε2(u2ε)u+yˆu2weakly inL2(Ω×Y2). (3.37)

    Then, from (3.12) of Corollary 3.3, (3.35)2,4 and Proposition 3.8 we obtain that, for i=1,2,

    ˜uiεθiMYi(u) weakly in L2(Ω)

    and, since u is constant with respect to y, we deduce (3.35)1.

    In order to get the limit problem, let vε=εωψε as in the proof of Lemma 3.13 and φD(Ω). If we take v1=v2=φ+vε as test functions in (3.16), in view of Remark 3.11, we get

    Ωε1Aεu1ε(φ+vε)dx+Ωε2Aεu2ε(φ+vε)dx=f1ε,φH1(Ω),H10(Ω)+f2ε,φ(H1(Ω)),H1(Ω)+f1ε,vεH1(Ω),H10(Ω)+f2ε,vε(H1(Ω)),H1(Ω). (3.38)

    Then if we take v1=v2=vε as test functions in (3.24), (3.38) can be rewritten as

    Ωε1Aεu1ε(φ+vε)dx+Ωε2Aεu2ε(φ+vε)dx=f1ε,φH1(Ω),H10(Ω)+f2ε,φ(H1(Ω)),H1(Ω)+Ωε1ρ1εvεdx+Ωε2ρ2εvεdx. (3.39)

    In view of the definitions of Λεi, i=1,2, and vε, by Proposition 3.7 ii), via unfolding, we get that, for ε sufficiently small, (3.39) can be rewritten as

    1|Y|Ω×Y1A(y)Tε1(u1ε)Tε1(φ+vε)dxdy+1|Y|Ω×Y2A(y)Tε2(u2ε)Tε2(φ+vε)dxdy=f1ε,φH1(Ω),H10(Ω)+f2ε,φ(H1(Ω)),H1(Ω)+1|Y|Ω×Y1Tε1(ρ1ε)Tε1(vε)dxdy+1|Y|Ω×Y2Tε2(ρ2ε)Tε2(vε)dxdy, (3.40)

    where we also used Proposition 3.7 i) and vi).

    From (3.22), (3.25)2,4, (3.31) and (3.37), passing to the limit as ε0 in the previous identity we obtain, up to a subsequence,

    1|Y|Ω×Y1A(y)(u+yˆu1)(φ+y(ωψ))dxdy+1|Y|Ω×Y2A(y)(u+yˆu2)(φ+y(ωψ))dxdy=f1,φH1(Ω),H10(Ω)+f2,φ(H1(Ω)),H1(Ω)+1|Y|Ω×Y(ρ+yˆρ)y(ωψ)dxdy. (3.41)

    Arguing as in Lemma 3.13, by Theorem 3.10 i), if we set

    ˆu(,y)={ˆu1(,y)yY1ˆu2(,y)+ζΓyY2 (3.42)

    where ζΓL2(Ω), and extend it by periodicity to a function still denoted by ˆu, we get

    ˆuL2(Ω,H1per(Y))

    and mΓ(ˆu)=0 a.e. in Ω. Moreover,

    {yˆu|Ω×Y1=yˆu1yˆu|Ω×Y2=yˆu2. (3.43)

    Therefore, (3.37) and (3.43) give us (3.35)3,5 and (3.41) can be rewritten as

    1|Y|Ω×YA(y)(u+yˆu)(φ+y(ωψ))dxdy=f1,φH1(Ω),H10(Ω)+f2,φ(H1(Ω)),H1(Ω)+1|Y|Ω×Y(ρ+yˆρ)y(ωψ)dxdy, (3.44)

    for every φ,ωD(Ω) and ψH1per(Y).

    Finally, by density we get (3.36).

    In the following result we point out that the limit problem (3.36) is equivalent to an elliptic problem set in the fixed domain Ω whose homogenized matrix is the same obtained in [49] for γ<1, i.e. that of the classical elliptic homogenization in the fixed domain Ω (see [2]).

    Corollary 3.15. Let γ<1 and uε be the solution of problem (3.1). Then, under the assumptions (3.2)÷ (3.6) and (3.17), there exist a subsequence, still denoted ε, and uH10(Ω) such that

    {˜uiεθiu weakly in L2(Ω),i=1,2Aε~u1εA1γu+θ1MYl(Ayˆχ|Y1) weakly in L2(Ω)Aε~u2εA2γu+θ2MY2(Ayˆχ|Y2) weakly in L2(Ω). (3.45)

    In (3.45) the constant matrices Alγ=(alij)n×n, l=1,2, are defined by

    alij=θlMYl(aijnk=1aikχjyk), (3.46)

    where the functions χj,j=1,...,n, are the unique solutions of the cell problems

    {div(A(χjyj))=0    in YχjYperiodic, MY(χj)=0 (3.47)

    and the function ˆχ, for a.e. xΩ, is the unique solution of the following problem

    {FindˆχL2(Ω;H1per(Y))s. t.YA(y)yˆχyψdy=Y(ρ+yˆρ)yψdyψH1per(Y), (3.48)

    where ρ and ˆρ are the same functions as in Lemma 3.13.

    Moreover the limit function u is the unique solution of the problem

    {div(A0γu)=f1+f2+div(MY(A(y)yˆχ))in Ωu=0on Ω (3.49)

    where the homogenized matrix is given by

    A0γ:=A1γ+A2γ. (3.50)

    Proof. Choosing φ=0 in (3.36), we get

    1|Y|Ω×YA(y)(u+yˆu)yΦdxdy=1|Y|Ω×Y(ρ+yˆρ)yΦdxdy,

    for all ΦL2(Ω,H1per(Y)).

    By following some classical arguments as in the two-scale method (see [9], ch. 9), this gives

    ˆu(x,y)=ˆχ(x,y)nj=1uxj(x)χj(y) (3.51)

    where χj, j=1,...,n are the solutions of the cell problems (3.47) and ˆχ satisfies (3.48).

    We now choose Φ=0 in (3.36), obtaining

    1|Y|Ω×YA(y)(u+yˆu)φdxdy=f1,φH1(Ω),H10(Ω)+f2,φ(H1(Ω)),H1(Ω),

    for all φH10(Ω).

    Replacing ˆu, given by (3.51), in the previous equality we obtain

    Ωni=1nj=1(1|Y|Y(aij(y)nk=1aik(y)χjyk(y))dy)uxjφxidx =f1,φH1(Ω),H10(Ω)+f2,φ(H1(Ω)),H1(Ω)Ωni=1nj=1(1|Y|Yaij(y)ˆχyj(y)dy)φxidx,

    for all φH10(Ω) which means that u satisfies the following problem

    {ni=1xinj=1(1|Y|Y(aij(y)nk=1aik(y)χjyk(y))dy)uxj=f1+f2+ni=1xinj=1(1|Y|Yaij(y)ˆχyj(y)dy) in Ωu=0 on Ω.

    This implies that u is the unique solution of problem (3.49) where A0γ is the matrix defined by (3.50).

    From (3.42) and (3.51), we have

    {ˆu1=ˆu|Ω×Y1=ˆχ|Ω×Y1nj=1uxjχj|Y1ˆu2=ˆu|Ω×Y2ζΓ=ˆχ|Ω×Y2nj=1uxjχj|Y2ζΓ (3.52)

    where ζΓ is a function in L2(Ω). On the other hand, from Proposition 3.7 i) and vi) and convergences (3.37), we have

    {Tε1(Aεu1ε)A(y)(u+yˆu1)weakly inL2(Ω×Y1),Tε2(Aεu2ε)A(y)(u+yˆu2)weakly inL2(Ω×Y2).

    Then, using Proposition 3.8, we deduce that

    {Aε~u1εθ1MY1[A(y)(u+yˆu1)]weakly in L2(Ω),Aε~u2εθ2MY2[A(y)(u+yˆu2)]weakly in L2(Ω). (3.53)

    After some computations, by using (3.52), convergences (3.53) give (3.45)2,3.

    Remark 3.16. Let us observe that in problem (3.49) the right-hand side of the limit equation is not exactly the sum of the weak limits of f1ε and f2ε as in the case of more regular data, but it is a more complicated function depending on a subsequence of fiε, i=1,2 (see Lemma 3.13 and (3.48) of Corollary 3.15).

    As in the previous case, let us start by using the unfolding method to prove a preliminary convergence result for a subsequence of the solutions of problem (3.23).

    Lemma 3.17. Let γ=1 and ρε be the solution of problem (3.23). Then, under the assumptions (3.4), (3.6) and (3.17), there exist a subsequence, still denoted ε, ρH10(Ω), ^ρ1L2(Ω;H1per(Y1)), with MΓ(^ρ1)=0 a.e. in Ω, ^ρ2L2(Ω;H1(Y2)) such that

    {Tε1(ρ1ε)ρstrongly inL2(Ω,H1(Y1)),Tε1(ρ1ε)ρ+yˆρ1weakly inL2(Ω×Y1),Tε2(ρ2ε)ρweakly inL2(Ω,H1(Y2))Tε2(ρ2ε)ρ+yˆρ2weakly inL2(Ω×Y2), (3.54)

    and

    1|Y|Ω×Y1(ρ+yˆρ1)yΦ1dxdy+1|Y|Ω×Y2(ρ+yˆρ2)yΦ2dxdy +1|Y|Ω×Γh(y)(ˆρ1ˆρ2)(Φ1Φ2)dx dσy=limn+(limε0(f1ε,εω1nψε1nH1(Ω),H10(Ω)+f2ε,εω2nψε2n(H1(Ω)),H1(Ω)), (3.55)

    for every Φ1L2(Ω,H1per(Y1)),Φ2L2(Ω,H1(Y2)) and where, for i=1,2, winD(Ω), ψε1n(x)=ψ1n(x/ε), with ψ1nH1per(Y1) and ψε2n(x)=ψ2n(x/ε), with ψ2nH1(Y2), for any nN, are such that

    w1nψ1nΦ1 strongly in L2(Ω,H1per(Y1)),
    w2nψ2nΦ2 strongly in L2(Ω,H1(Y2)).

    Proof. Arguing as in Lemma 3.13, we deduce there exist a subsequence, still denoted ε, ρH10(Ω), ˆρ1L2(Ω,H1per(Y1)) with MΓ(ˆρ1)=0 a.e. in Ω and ˆρ2L2(Ω,H1(Y2)) such that the convergences (3.54) hold.

    For i=1,2, let us take vi=viε=εωiψεi as test functions in (3.24), where ωiD(Ω), ψ1H1per(Y1), ψε1(x)=ψ1(xε), ψ2H1(Y2) and ψε2(x)=ψ2(xε).

    In view of Remark 3.11, we get

    Ωε1ρ1εv1εdx+Ωε2ρ2εv2εdx+ε1Γεhε(ρ1ερ2ε)(v1εv2ε)dσx=f1ε,v1εH1(Ω),H10(Ω)+f2ε,v2ε(H1(Ω)),H1(Ω). (3.56)

    Following the same argument as in Lemma 3.13, we have that, for i=1,2,

    Tεi(viε)y(ωiψi) strongly in L2(Ω×Yi). (3.57)

    In view of the definitions of Λεi and viε, i=1,2, by Proposition 3.7 ii), via unfolding, we get that, for ε sufficiently small, (3.56) can be rewritten as

    1|Y|Ω×Y1Tε1(ρ1ε)Tε1(v1ε)dxdy+1|Y|Ω×Y2Tε2(ρ2ε)Tε2(v2ε)dxdy+1ε|Y|Ω×Γh(y)(Tε1(ρ1ε)Tε2(ρ2ε))(ψ1(y)Tε1(ω1)ψ2(y)Tε2(ω2))dxdσy=f1ε,εω1ψε1H1(Ω),H10(Ω)+f2ε,εω2ψε2(H1(Ω)),H1(Ω), (3.58)

    where we also used Proposition 3.7 i), vi) and Lemma 3.9.

    From (3.54)2,4, (3.57), Proposition 3.7 iv) and Theorem 3.10 ii) passing to the limit as ε0 in the previous identity we obtain, up to as subsequence, still denoted ε,

    1|Y|Ω×Y1(ρ+yˆρ1)y(ω1ψ1)dxdy+1|Y|Ω×Y2(ρ+yˆρ2)y(ω2ψ2)dxdy+1|Y|Ω×Γh(y)(ˆρ1ˆρ2)(ω1ψ1ω2ψ2)dx dσy=limε0(f1ε,εω1ψε1H1(Ω),H10(Ω)+f2ε,εω2ψε2(H1(Ω)),H1(Ω). (3.59)

    Now let us take Φ1L2(Ω,H1per(Y1)),Φ2L2(Ω,H1(Y2)). By density there exist, for i=1,2, winD(Ω), ψ1nH1per(Y1), ψ2nH1(Y2), for any nN, such that

    w1nψ1nΦ1 strongly in L2(Ω,H1per(Y1)),
    w2nψ2nΦ2 strongly in L2(Ω,H1(Y2)).

    Hence, (3.59) gives, for any fixed nN,

    1|Y|Ω×Y1(ρ+yˆρ1)y(w1nψ1n)dxdy+1|Y|Ω×Y2(ρ+yˆρ2)y(w2nψ2n)dxdy+1|Y|Ω×Γh(y)(ˆρ1ˆρ2)(w1nψ1nw2nψ2n)dx dσy=limε0(f1ε,εω1nψε1nH1(Ω),H10(Ω)+f2ε,εω2nψε2n(H1(Ω)),H1(Ω) (3.60)

    where, for i=1,2, ψεin(x)=ψin(x/ε).

    Passing to the limit as n+ in (3.60) we get (3.55).

    Now we are able to prove the homogenization result for problem (3.1) when γ=1.

    Theorem 3.18. Let γ=1 and uε be the solution of problem (3.1). Then, under the assumptions (3.2)÷ (3.6) and (3.17), there exist a subsequence, still denoted ε, uH10(Ω), ˆu1L2(Ω,Wper(Y1)) and ˆu2L2(Ω,H1(Y2)) such that

    {˜uiεθiuweakly inL2(Ω)i=1,2,Tε1(u1ε)ustrongly inL2(Ω,H1(Y1))Tε1(u1ε)u+yˆu1weakly inL2(Ω×Y1)Tε2(u2ε)uweakly inL2(Ω,H1(Y2))Tε2(u2ε)u+yˆu2weakly inL2(Ω×Y2) (3.61)

    where (u,ˆu1,ˆu2) is the unique solution of the following problem

    {FinduH10(Ω),ˆu1L2(Ω,H1per(Y1))withMΓ(^u1)=0a.e.xΩ,ˆu2L2(Ω,H1(Y2)), s. t.1|Y|Ω×Y1A(y)(u+yˆu1)(φ+yΦ1)dxdy +1|Y|Ω×Y2A(y)(u+yˆu2)(φ+yΦ2)dxdy+1|Y|Ω×Γh(y)(ˆu1ˆu2)(Φ1Φ2)dx dσy=f1,φH1(Ω),H10(Ω)+f2,φ(H1(Ω)),H1(Ω)+1|Y|Ω×Y1(ρ+yˆρ1)yΦ1dxdy+1|Y|Ω×Y2(ρ+yˆρ2)yΦ2dxdy+1|Y|Ω×Γh(y)(ˆρ1ˆρ2)(Φ1Φ2)dx dσy,φH10(Ω),Φ1L2(Ω,H1per(Y1)),Φ2L2(Ω,H1(Y2)), (3.62)

    where the functions ρ, ^ρ1 and ^ρ2 are as in Lemma 3.17, hence the term

    Ω×Y1(ρ+yˆρ1)yΦ1dxdy+Ω×Y2(ρ+yˆρ2)yΦ2dxdy+Ω×Γh(y)(ˆρ1ˆρ2)(Φ1Φ2)dx dσy

    depends only on a subsequence of fε.

    Proof. Convergences (3.61) hold as in the proof of Theorem 3.14.

    In order to get the limit problem satisfied by (u,ˆu1,ˆu2), for i=1,2, let viε=εωiψεi be as in the proof of Lemma 3.17 and φD(Ω). If we take vi=φ+viε as test functions in (3.16), in view of Remark 3.11, we get

    Ωε1Aεu1ε(φ+v1ε)dx+Ωε2Aεu2ε(φ+v2ε)dx+ε1Γεhε(u1εu2ε)(v1εv2ε)dσx=f1ε,φH1(Ω),H10(Ω)+f2ε,φ(H1(Ω)),H1(Ω)+f1ε,v1εH1(Ω),H10(Ω)+f2ε,v2ε(H1(Ω)),H1(Ω). (3.63)

    Then if we take vi=viε, i=1,2, as test functions in (3.24), (3.63) can be rewritten as

    Ωε1Aεu1ε(φ+v1ε)dx+Ωε2Aεu2ε(φ+v2ε)dx+ε1Γεhε(u1εu2ε)(v1εv2ε)dσx=f1ε,φH1(Ω),H10(Ω)+f2ε,φ(H1(Ω)),H1(Ω)+Ωε1ρ1εv1εdx+Ωε2ρ2εv2εdx+ε1Γεhε(ρ1ερ2ε)(v1εv2ε)dσx. (3.64)

    In view of the definitions of Λεi and viε, i=1,2, by Proposition 3.7 ii), via unfolding, we get that, for ε sufficiently small, (3.64) can be rewritten as

    1|Y|Ω×Y1A(y)Tε1(u1ε)Tε1(φ+v1ε)dxdy+1|Y|Ω×Y2A(y)Tε2(u2ε)Tε2(φ+v2ε)dxdy+1ε|Y|Ω×Γh(y)(Tε1(u1ε)Tε2(u2ε))(ψ1(y)Tε1(ω1)ψ2(y)Tε2(ω2))dxdσy=f1ε,φH1(Ω),H10(Ω)+f2ε,φ(H1(Ω)),H1(Ω)+1|Y|Ω×Y1Tε1(ρ1ε)Tε1(v1ε)dxdy+1|Y|Ω×Y2Tε2(ρ2ε)Tε2(v2ε)dxdy+1ε|Y|Ω×Γh(y)(Tε1(ρ1ε)Tε2(ρ2ε))(ψ1(y)Tε1(ω1)ψ2(y)Tε2(ω2))dxdσy. (3.65)

    where we also used Proposition 3.7 i),vi) and Lemma 3.9.

    From (3.22), (3.61)3,5, (3.54)2,4, (3.57), Proposition 3.7 iv) and Theorem 3.10 ii), passing to the limit as ε0 in (3.65), we obtain

    1|Y|Ω×Y1A(y)(u+yˆu1)(φ+y(ω1ψ1))dxdy+1|Y|Ω×Y2A(y)(u+yˆu2)(φ+y(ω2ψ2))dxdy+1|Y|Ω×Γh(y)(ˆu1ˆu2)(ω1ψ1ω2ψ2)dx dσy=f1,φH1(Ω),H10(Ω)+f2,φ(H1(Ω)),H1(Ω)+1|Y|Ω×Y1(ρ+yˆρ1)y(ω1ψ1)dxdy+Ω×Y2(ρ+yˆρ2)y(ω2ψ2)dxdy+1|Y|Ω×Γh(y)(ˆρ1ˆρ2)(ω1ψ1ω2ψ2)dx dσy.

    Then, by density we get the limit problem (3.62).

    Let us finally show that (3.62) admits a unique solution (u,ˆu1,ˆu2)H10(Ω)×L2(Ω,Wper(Y1))×L2(Ω,H1(Y2)).

    To this aim, let

    B:=H10(Ω)×L2(Ω,Wper(Y1))×L2(Ω,H1(Y2)),

    where the space Wper(Y1) is defined by

    Wper(Y1):={gH1per(Y1)|MΓ(g)=0}.

    For V=(v1,v2,v3)B, we define

    V2B:=Ω×Y1|v1+yv2|2dxdy+Ω×Y2|v1+yv3|2dxdy+Ω×Γ|v2v3|2dxdσy.

    As proved in [27], this last application is a norm on B.

    Now, for any V=(v1,v2,v3), W=(w1,w2,w3)B, consider the bilinear form on B defined by

    a(V,W)=1|Y|Ω×Y1A(y)(v1+yv2)(w1+yw2)dxdy+1|Y|Ω×Y2A(y)(v1+yv3)(w1+yw3)dxdy+1|Y|Ω×Γh(y)(v2v3)(w2w3)dx dσy

    and the map

    F:V=(v1,v2,v3)Bf1,v1H1(Ω),H10(Ω)+f2,v1(H1(Ω)),H1(Ω)+Ω×Y1(ρ+yˆρ1)yv2dxdy+Ω×Y2(ρ+yˆρ2)yv3dxdy+Ω×Γh(y)(ˆρ1ˆρ2)(v2v3)dx dσy.

    It is easily seen that a is continuous and coercive, and F is linear and continuous on B. Hence, applying the Lax-Milgram theorem, we obtain that problem (3.62) has a unique solution.

    As for the previous case, in the following result we point out that the limit problem (3.62) is equivalent to an elliptic problem set in the fixed domain Ω whose homogenized matrix is the same obtained in [49] for γ=1.

    Corollary 3.19. Let γ=1 and uε be the solution of problem (3.1). Then, under the assumptions (3.2)÷ (3.6) and (3.17), there exist a subsequence, still denoted ε, and uH10(Ω) such that

    {˜uiεθiu    weakly in L2(Ω)i=1,2Aε~u1εA1γu+θ1MY1(Ayˆχ1) weakly in L2(Ω)Aε~u2εA2γu+θ2MY2(Ayˆχ2) weakly in L2(Ω). (3.66)

    In (3.66), the constant matrices Alγ=(alij)n×n, l=1,2, are defined by

    {a1ij=θ1MY1(aijnk=1aikχj1yk),a2ij=θ2MY2(aijnk=1aikχj2yk), (3.67)

    where the couples (χj1,χj2), j=1,...,n, are the unique solutions of the cell problems,

    {div(A(χj1yj))=0in Y1div(A(χj2yj))=0in Y2A(χj1yj)n1=A(χj2yj)n2on ΓA(χj1yj)n1=h(χj1χj2)on Γχj1Yperiodic,MY1(χj1)=0. (3.68)

    The couple (ˆχ1,ˆχ2), for a.e. xΩ, is the unique solution of the following problem

    {Find(ˆχ1,ˆχ2)L2(Ω,H1per(Y1)×H1(Y2))s. t.Y1A(y)yˆχ1yψ1dy+Y2A(y)yˆχ2yψ2dy+Γh(y)(ˆχ1ˆχ2)(ψ1ψ2)dσy=Y1(ρ+yˆρ1)yψ1dy+Y2(ρ+yˆρ2)yψ2dy+Γh(y)(ˆρ1ˆρ2)(ψ1ψ2)dσy(ψ1,ψ2)H1per(Y1)×H1(Y2), (3.69)

    where ρ and ˆρi, i=1,2, are the same functions as in Lemma 3.17.

    Moreover, the limit function u is the unique solution of the problem

    {div(A0γu)=f1+f2+θ1div(MY1(Ayˆχ1))+θ2div(MY2(Ayˆχ2))in Ωu=0on Ω (3.70)

    where the homogenized matrix is defined by

    A0γ:=A1γ+A2γ. (3.71)

    Proof. Choosing φ0 in (3.62) yields

    Ω×Y1A(y)(u+yˆu1)yΦ1dxdy+Ω×Y2A(y)(u+yˆu2)yΦ2dxdy+Ω×Γh(y)(ˆu1ˆu2)(Φ1Φ2)dxdσy=Ω×Y1(ρ+yˆρ1)yΦ1dxdy+Ω×Y2(ρ+yˆρ2)yΦ2dxdy+Ω×Γh(y)(ˆρ1ˆρ2)(Φ1Φ2)dxdσy

    for all Φ1L2(Ω,H1per(Y1)), Φ2L2(Ω,H1(Y2)).

    By standard arguments, as in the two scale method (see [9], ch. 9), this gives

    {ˆu1(x,y)=ˆχ1(x,y)nj=1uxj(x)χj1(y)ˆu2(x,y)=ˆχ2(x,y)nj=1uxj(x)χj2(y) (3.72)

    where χj1, χj2, j=1,...,n, are the solutions of the cell problems (3.68) and ˆχ1, ˆχ2 satisfy (3.69).

    We now choose Φ1=Φ20 in (3.62) obtaining

    1|Y|Ω×Y1A(y)(u+yˆu1)φdxdy+1|Y|Ω×Y2A(y)(u+yˆu2)φdxdy=f1,φH1(Ω),H10(Ω)+f2,φ(H1(Ω)),H1(Ω) (3.73)

    for all φH10(Ω).

    Replacing (3.72) in (3.73), we easily deduce, after some computations,

    Ωni=1nj=1(1|Y|Y1(aij(y)nk=1aik(y)χj1yk(y))dy)uxjφxidx+Ωni=1nj=1(1|Y|Y2(aij(y)nk=1aik(y)χj2yk(y))dy)uxjφxidx=f1,φH1(Ω),H10(Ω)+f2,φ(H1(Ω)),H1(Ω)Ωni=1nj=1(1|Y|Y1aij(y)ˆχ1yj(y)dy)φxidxΩni=1nj=1(1|Y|Y2aij(y)ˆχ2yj(y)dy)φxidx,

    for all φH10(Ω) which means that u satisfies the following problem

    {ni=1xinj=1(1|Y|Y1(aij(y)nk=1aik(y)χj1yk(y))dy)uxjni=1xinj=1(1|Y|Y2(aij(y)nk=1aik(y)χj2yk(y))dy)uxj=f1+f2+ni=1xinj=1(1|Y|Y1aij(y)ˆχ1yj(y)dy)+ni=1xinj=1(1|Y|Y2aij(y)ˆχ2yj(y)dy) in Ωu=0 on Ω.

    This implies that u is the unique solution of problem (3.70) where A0γ is the matrix defined by (3.71).

    Arguing as in the last part of the proof of Corollary 3.15, when proving (3.53), but taking into account that in this case ˆu1 and ˆu2 are given by (3.72), we get (3.66)2,3.

    Remark 3.20. As in the previous case, in problem (3.70) the right-hand side of the limit equation is not exactly the sum of the weak limits of f1ε and f2ε as in the case of more regular data, but it is a more complicated function depending on a subsequence of fiε, i=1,2 (see Lemma 3.17 and (3.69) of Corollary 3.19).

    The second issue we deal with concerns the study of the exact controllability of a hyperbolic imperfect transmission problem posed in the domain Ω described in Section 2. More precisely, let ζε:=(ζ1ε,ζ1ε)L2(0,T;L2ε(Ω)) be a control. For any fixed T>0 and γ1, let us consider the following problem

    {u1εdiv(Aεu1ε)=ζ1εin Ωε1×]0,T[,u2εdiv(Aεu2ε)=ζ2εin Ωε2×]0,T[,Aεu1εn1ε=Aεu2εn2εon Γε×]0,T[,Aεu1εn1ε=εγhε(u1εu2ε)on Γε×]0,T[,u1ε=0on Ω×]0,T[,u1ε(0)=U01ε,u1ε(0)=U11εin Ωε1,u2ε(0)=U02ε,u2ε(0)=U12εin Ωε2, (4.1)

    where niε is the unitary outward normal to Ωiε,i=1,2, and

    {i) U0ε:=(U01ε,U02ε)Hεγ,ii) U1ε:=(U11ε,U12ε)L2ε(Ω). (4.2)

    Moreover Aε and hε are as in (3.2)÷ (3.6) but, as usual when dealing with hyperbolic problems, in this section we require the additional symmetry assumption on A

    aij=aji,i,j=1,...n. (4.3)

    For clearness sake, throughout the paper, we denote by uε(ζε):=(u1ε(ζε),u2ε(ζε)) the solution of problem (4.1) and where no ambiguity arises, we omit the explicit dependence on the control.

    Definition 4.1. System (4.1) is exactly controllable at time T>0, if for every (U0ε,U1ε), (¯U0ε,¯U1ε) in Hεγ×L2ε(Ω), there exists a control ζexε:=(ζex1ε,ζex2ε) belonging to L2(0,T;L2ε(Ω)) such that the corresponding solution uε of problem (4.1) satisfies

    uε(T)=¯U0ε,uε(T)=¯U1ε.

    Remark 4.2. It is well known that for a linear system, driving it to any state is equivalent to driving it to the null state and this is known as null controllability. Hence, in the sequel we study the null controllability of the considered systems, namely we take (¯U0ε,¯U1ε)=(0,0).

    We will prove that the system (4.1) is null controllable. We use a constructive method known as the Hilbert Uniqueness Method introduced by Lions (see [44,45]). The idea is to build a control as the solution of a transposed problem associated to some suitable initial conditions. These initial conditions are obtained by calculating at zero time the solution of a backward problem. Let us underline that the control obtained by HUM is unique being the one minimizing the norm in L2(0,T;L2ε(Ω)). In [21], the asymptotic behaviour, as ε0, of the solutions of problem (4.1) has already been studied. Whence, a natural question arises: provided the exact controllability of the homogenized problem, do the exact control and its corresponding solution converge, as ε goes to zero, to the exact control of the homogenized problem and to the corresponding solution, respectively?

    We give a positive answer to this question by proving the following main result:

    Theorem 4.3. Let T>0, γ1 and (U0ε,U1ε)Hεγ×L2ε(Ω) satisfy

    {i)~U0εU0:=(U01,U02) weakly in [L2(Ω)]2, with U02H10(Ω),ii)~U1εU1:=(U11,U12) weakly in [L2(Ω)]2,iii)U0εHεγC, (4.4)

    with C positive constant independent of ε. Further, assume that (3.2)÷(3.6) and (4.3) hold.

    Let ζexε=(ζex1ε,ζex2ε)L2(0,T;L2ε(Ω)) be the exact control of problem (4.1) minimizing the norm in L2(0,T;L2ε(Ω)). Then

    {~ζex1εθ1ζex1weakly in L2(0,T;L2(Ω)),~ζex2εθ2ζex1weakly in L2(0,T;L2(Ω)), (4.5)

    where θi, i=1,2, is given in (2.2) and ζex1 is the exact control, minimizing the norm in L2(0,T;L2(Ω)), of the homogenized system

    {u1div(A0γu1)=ζex1in Ω×]0,T[,u1=0on Ω×]0,T[,u1(0)=U01+U02in Ω,u1(0)=U11+U12in Ω. (4.6)

    The homogenized matrix A0γ is given by (3.46) and (3.50), for γ<1, while, for γ=1, is given by (3.67) and (3.71).

    Moreover denoted by u1:=u1(ζex1)L2(0,T;H10(Ω)), with u1:=u1(ζex1)L2(0,T;L2(Ω)) the unique solution of problem (4.6), there exists an extension operator

    Pε1L(L(0,T;Hk(Ωε1));L(0,T;Hk(Ω))),

    for k=1,2, such that

    {Pε1u1ε(ζexε)u1(ζex1)weakly in L(0,T;H10(Ω)),~u1ε(ζexε)θ1u1(ζex1)weakly in L(0,T;L2(Ω)),~u2ε(ζexε)θ2u1(ζex1)weakly in L(0,T;L2(Ω)), (4.7)

    and

    {Pε1u1ε(ζexε)u1(ζex1)weakly in L(0,T;L2(Ω)),~u1ε(ζexε)θ1u1(ζex1)weakly in L(0,T;L2(Ω)),~u2ε(ζexε)θ2u1(ζex1)weakly in L(0,T;L2(Ω)). (4.8)

    Let us observe that by (4.4), U01 is in fact in H10(Ω) (see [21], Remark 2.7 for details).

    In this subsection, for reader's convenience, we start by recalling some properties of the solution of the evolution imperfect transmission problem already studied in [21]. Although these results hold for γ1, we restrict our attention to the case we are interested in.

    Hence, for T>0 and γ1, let zε:=(z1ε,z2ε) satisfy

    {z1εdiv(Aεz1ε)=g1εin Ωε1×]0,T[,z2εdiv(Aεz2ε)=g2εin Ωε2×]0,T[,Aεz1εn1ε=Aεz2εn2εon Γε×]0,T[,Aεz1εn1ε=εγhε(z1εz2ε)on Γε×]0,T[,z1ε=0on Ω×]0,T[,z1ε(0)=Z01ε,z1ε(0)=Z11εin Ωε1,z2ε(0)=Z02ε,z2ε(0)=Z12εin Ωε2, (4.9)

    where niε is the unitary outward normal to Ωεi,i=1,2 and

    {i) gε:=(g1ε,g2ε)L2(0,T;L2ε(Ω)),ii) Z0ε:=(Z01ε,Z02ε)Hεγ,iii) Z1ε:=(Z11ε,Z12ε)L2ε(Ω). (4.10)

    For any ε>0, we set

    Wε:={v=(v1,v2)L2(0,T;Hεγ)s.t.v=(v1,v2)L2(0,T;L2ε(Ω))}, (4.11)

    which is a Hilbert space if equipped with the norm

    vWε=v1L2(0,T;Vε)+v2L2(0,T;H1(Ωε2))+v1L2(0,T;L2(Ωε1))+v2L2(0,T;L2(Ωε2)),

    (see [21]).

    Thanks to Remark 3.4, by using an approach to evolutionary problems based on evolution triples, we assume as variational formulation of the formal problem (4.9) the following one

    {Findzε=(z1ε,z2ε)Wε s. t. z1ε,v1(Vε),Vε+z2ε,v2(H1(Ωε2)),H1(Ωε2)+Ωε1Aεz1εv1dx+Ωε2Aεz2εv2dx+εγΓεhε(z1εz2ε)(v1v2)dσx=Ωε1g1εv1dx+Ωε2g2εv2dx,(v1,v2)Hεγ in D(0,T),z1ε(0)=Z01ε,z1ε(0)=Z11εin Ωε1,z2ε(0)=Z02ε,z2ε(0)=Z22εin Ωε2. (4.12)

    As observed in [21], an abstract Galerkin's method provides the existence and uniqueness result for the solution of problem (4.9) and also some a priori estimates for any ε>0.

    Theorem 4.4 ([21]). Under the assumptions (3.2)÷(3.6), (4.3) and (4.10), problem (4.9) admits a unique weak solution zεWε. Moreover, there exists a positive constant C, independent of ε, such that

    zεL(0,T;Hεγ)+zεL(0,T;L2ε(Ω))C(Z0εHεγ+Z1εL2ε(Ω)+gεL2(0,T;L2ε(Ω))).

    Let us point out that, for any fixed ε, the solution of problem (4.9) has some further regularity properties (see [46], Chapter 3, Theorem 8.2). In fact, under the same hypotheses of Theorem 4.4, the unique solution zε of problem (4.9) is such that

    zεC([0,T];Hεγ),zεC([0,T];L2ε(Ω)).

    Now, let us recall the homogenization result for problem (4.9), proved in [21].

    Theorem 4.5 ([21]). Let (Z0ε,Z1ε)Hεγ×L2ε(Ω) satisfy

    {i) ~Z0εZ0:=(Z01,Z02) weakly in [L2(Ω)]2, with Z02H10(Ω),ii) ~Z1εZ1:=(Z11,Z12) weakly in [L2(Ω)]2,iii) Z0εHεγC, (4.13)

    with C positive constant independent of ε, and gεL2(0,T;L2ε(Ω)) be such that

    (~g1ε,~g2ε)(g1,g2)weakly inL2(0,T;[L2(Ω)]2). (4.14)

    Under the assumptions (3.2)÷(3.6) and (4.3), there exists an extension operator

    Pε1L(L(0,T;Hk(Ωε1));L(0,T;Hk(Ω))),

    for k=1,2, such that the solution zε of problem (4.9) satisfies the following convergences

    {Pε1z1εz1 weakly in L(0,T;H10(Ω)),~z1εθ1z1 weakly in L(0,T;L2(Ω)),~z2εθ2z1 weakly in L(0,T;L2(Ω)),
    {Pε1z1εz1weakly in L(0,T;L2(Ω)),~z1εθ1z1weakly in L(0,T;L2(Ω)),~z2εθ2z1weakly in L(0,T;L2(Ω))

    where θi, i = 1, 2, is given in (2.2) and z1L2(0,T;H10(Ω)), with z1L2(0,T;L2(Ω)), is the unique solution of the following homogenized problem

    {z1div(A0γz1)=g1+g2in Ω×]0,T[,z1=0on Ω×]0,T[,z1(0)=Z01+Z02in Ω,z1(0)=Z11+Z12in Ω.

    Moreover

    Aε~z1ε+Aε~z2εA0γz1weakly in L(0,T;L2(Ω)).

    The homogenized matrix A0γ is given by (3.46) and (3.50), for γ<1, while, for γ=1, is given by (3.67) and (3.71).

    Remark 4.6. Let us observe that (see for instance [9]) A0γ is a symmetric constant matrix such that

    A0γM(α,β,Ω), (4.15)

    where α and β are defined in (3.3).

    In order to prove Theorem 4.3, we need to study the homogenization of another evolution imperfect transmission problem with less regular initial data (see Subsection 4.2).

    More precisely, for T>0 and γ1, let φε :=(φ1ε,φ2ε) be the solution of the following problem

    {φ1εdiv(Aεφ1ε)=0in Ωε1×]0,T[,φ2εdiv(Aεφ2ε)=0in Ωε2×]0,T[,Aεφ1εn1ε=Aεφ2εn2εon Γε×]0,T[,Aεφ1εn1ε=εγhε(φ1εφ2ε)on Γε×]0,T[,φ1ε=0on Ω×]0,T[,φ1ε(0)=φ01ε,φ1ε(0)=φ11εin Ωε1,φ2ε(0)=φ02ε,φ2ε(0)=φ12εin Ωε2, (4.16)

    where niε is the unitary outward normal to Ωεi,i=1,2 and

    {i) φ0ε:=(φ01ε,φ02ε)L2ε(Ω),ii) φ1ε:=(φ11ε,φ12ε)(Hεγ). (4.17)

    Since the initial data are in a weak space, in order to give an appropriate definition of weak solution of problem (4.16), one needs to apply the so called transposition method (see [46], Chapter 3, Section 9, Theorems 9.3 and 9.4) to obtain a unique solution φε C([0,T];L2ε(Ω))C1([0,T];(Hεγ)) satisfying the estimate

    φεL(0,T;L2ε(Ω))+φεL(0,T;(Hεγ))C(φ0εL2ε(Ω)+φ1ε(Hεγ)), (4.18)

    with C positive constant independent of ε.

    Assume that the initial data satisfy

    {i) ~φ0εφ0:=(φ01,φ02)weakly in(L2(Ω))2,ii) φ1ε(Hεγ)C, (4.19)

    with C positive constant independent of ε.

    The results of Theorem 4.5 can't be applied directly to problem (4.16), hypotheses (4.17) and (4.19) being too weak, but, thanks to the homogenization results of Section 3, we overcome the difficulty and prove the following new result.

    Theorem 4.7. Let (φ0ε,φ1ε)L2ε(Ω)×(Hεγ) satisfy (4.19). Under the assumptions (3.2)÷(3.6) and (4.3), there exist a subsequence, still denoted ε, and a function φH1(Ω) such that for the solution φε of problem (4.16) it holds

    ~φ1εθ1φ1inL2(0,T;L2(Ω))~φ2εθ2φ1inL2(0,T;L2(Ω)), (4.20)

    where θi, i = 1, 2, is given in (2.2) and the function φ1L2(0,T;L2(Ω)), with φ1L2(0,T;L2(Ω)), is the unique solution of the following homogenized problem

    {φ1div(A0γφ1)=0in Ω×]0,T[,φ1=0on Ω×]0,T[,φ1(0)=φ01+φ02in Ω,φ1(0)=φin Ω. (4.21)

    The homogenized matrix A0γ is given by (3.46) and (3.50), for γ<1, while, for γ=1, is given by (3.67) and (3.71).

    Proof. Estimate (4.18) and hypothesis (4.19) provide the existence of two functions ˉφL2(0,T;L2(Ω)) and φ2L2(0,T;L2(Ω)) such that in particular, up to a subsequence,

    ~φ1εˉφinL2(0,T;L2(Ω)),~φ2εφ2inL2(0,T;L2(Ω)). (4.22)

    Let ξε:=(ξ1ε,ξ2ε) be the unique solution of the following system

    {div(Aεξ1ε)=φ11εin Ωε1,div(Aεξ2ε)=φ12εin Ωε2,Aεξ1εn1ε=Aεξ2εn2εon Γε,Aεξ1εn1ε=εγhε(ξ1εξ2ε)on Γε,ξ1ε=0on Ω. (4.23)

    By hypotheses (3.2)÷ (3.6) and estimate (4.19) ⅱ) the results of Corollary 3.15 and Corollary 3.19 apply obtaining that there exists a function φH1(Ω) sucht that, up to a subsequence, still denoted ε,

    {i) ~ξ1εθ1ξ1weakly in L2(Ω),]ii) ~ξ2εθ2ξ1weakly in L2(Ω), (4.24)

    with θi i = 1, 2 given in (2.2) and ξ1H10(Ω) unique solution of

    {div(A0γξ1)=φin Ω,ξ1=0on Ω, (4.25)

    where A0γ is the matrix defined in (3.46) and (3.50) if γ<1 or (3.67) and (3.71) if γ=1. Denote

    σiε(x,t):=t0φiε(x,s)ds+ξiε(x),i=1,2. (4.26)

    We do observe that this transformation leads to a system whose initial data are more regular than (φ0ε,φ1ε). Indeed, σε:=(σ1ε,σ2ε) satisfies

    {σ1εdiv(Aεσ1ε)=0in Ωε1×]0,T[,σ2εdiv(Aεσ2ε)=0in Ωε2×]0,T[,Aεσ1εn1ε=Aεσ2εn2εon Γε×]0,T[,Aεσ1εn1ε=εγhε(σ1εσ2ε)on Γε×]0,T[,σ1ε=0on Ω×]0,T[,σ1ε(0)=ξ1ε,σ1ε(0)=φ01εin Ωε1,σ2ε(0)=ξ2ε,σ2ε(0)=φ02εin Ωε2. (4.27)

    Since φ1ε(Hεγ), one has ξεHεγ, hence the initial data (ξε,φ0ε)Hεγ×L2ε(Ω). Moreover, by (4.19) ⅱ) and (4.23) we get

    ξεHεγC (4.28)

    with C positive constant independent of ε.

    By (4.19) i), (4.24) and (4.28) we can apply Theorem 4.5 to system (4.27) obtaining in particular

    {i) ~σ1εθ1σ1weakly in L2(0,T;L2(Ω)),ii) ~σ1εθ1σ1weakly in L2(0,T;L2(Ω)),iii) ~σ2εθ2σ1weakly in L2(0,T;L2(Ω)),iv) ~σ2εθ2σ1weakly in L2(0,T;L2(Ω)), (4.29)

    where σ1 is the unique solution of the homogenized system

    {σ1div(A0γσ1)=0in Ω×]0,T[,σ1=0on Ω×]0,T[,σ1(0)=ξ1in Ω,σ1(0)=φ01+φ02in Ω. (4.30)

    By (4.26) it results

    ~σiε=~φiε,i=1,2. (4.31)

    Hence (4.22), (4.29) ⅱ) and (4.29) ⅳ), by passing to the limit in (4.31), provide ˉφ=θ1σ1 and φ2=θ2σ1.

    By classical regularity results for hyperbolic equations we have

    σ1C([0,T];H10(Ω))C1([0,T];L2(Ω))C2([0,T];H1(Ω)).

    Hence, by (4.25) and (4.30)

    σ1(0)=div(A0γσ1(0))=div(A0γξ1)=φ.

    Therefore, the function φ1:=σ1=ˉφθ1 is the unique solution in the sense of transposition of system (4.21) and φ2=θ2φ1.

    Now the proof is complete.

    The proof of the main result of this section developes into two steps. At first we prove the null controllability (or equivalently the exact controllability, see Remark 4.2) of problem (4.1), by using HUM (Hilbert Uniqueness Method), a constructive method introduced by Lions in [44,45]. As already observed, the idea is to build a control as the solution of a transposed problem associated to some suitable initial conditions. These initial conditions are obtained by calculating at zero time the solution of a backward problem. The crucial point is constructing an isomorphism between L2ε(Ω)×(Hεγ) and its dual with constants independent of ε. This result was already proved in [36], Theorem 3.1, for the case 1<γ1. The proof for the case γ1 is exactly the same, hence here, for the reader's convenience, we detail only the noteworthy points.

    In the second step, having in mind the homogenization result of the previous subsection (see Theorem 4.5), we show that the exact control of the problem at ε-level, found in the first step, and the corresponding state, converge, as ε0, to the exact control and to the solution of the homogenized problem, respectively. To this aim, we need to apply the homogenization result stated in Theorem 4.7 to the transposed problem at ε-level.

    Step1. Let us start by proving that there exists a control ζexεL2(0,T;L2ε(Ω)) driving the corresponding solution of problem (4.1) to the null state, i.e.

    uε(T)=uε(T)=0, (4.32)

    see Definition 4.1 and Remark 4.2. To this aim, let (φ0ε,φ1ε)L2ε(Ω)×(Hεγ) and let φεC([0,T];L2ε(Ω))C1([0,T];(Hεγ)) be the unique solution in the sense of transposition of problem (4.16). Consider the backward problem

    {ψ2εdiv(Aεψ1ε)=φ1εin Ωε1×]0,T[,ψ2εdiv(Aεψ2ε)=φ2εin Ωε2×]0,T[,Aεψ1εn1ε=Aεψ2εn2εon Γε×]0,T[,Aεψ1εn1ε=εγhε(ψ1εψ2ε)on Γε×]0,T[,ψ1ε=0on Ω×]0,T[,ψ1ε(T)=ψ1ε(T)=0in Ωε1,ψ2ε(T)=ψ2ε(T)=0in Ωε2, (4.33)

    where niε is the unitary outward normal to Ωεi,i=1,2.

    As previously, for clearness sake, we denote by

    ψε(φε):=(ψ1ε(φε),ψ2ε(φε))C([0,T];Hεγ)C1([0,T];L2ε(Ω))

    the unique solution of problem (4.33) and, where no ambiguity arises, we omit the explicit dependence on the right hand member. Then we introduce the linear operator

    Lε:L2ε(Ω)×(Hεγ)L2ε(Ω)×Hεγ (4.34)

    by setting for all (φ0ε,φ1ε)L2ε(Ω)×(Hεγ),

    Lε(φ0ε,φ1ε)=(ψε(0),ψε(0)). (4.35)

    Following exactly the same argument as in [36] for the case 1<γ1, the operator Lε is an isomorphism with constants independent of ε and its inverse operator L1ε satisfies the following uniform estimate

    L1εL(L2ε(Ω)×Hεγ;L2ε(Ω)×(Hεγ))C, (4.36)

    with C positive constant independent of ε.

    Let now (U0ε,U1ε)Hεγ×L2ε(Ω) be the initial conditions of problem (4.1) and (Φ0ε,Φ1ε)L2ε(Ω)×(Hεγ) the unique couple satisfying the equation

    (Φ0ε,Φ1ε)=L1ε(U1ε,U0ε). (4.37)

    Denote

    ζexε:=Φε, (4.38)

    where Φε is the unique solution of problem (4.16) with initial data (Φ0ε,Φ1ε) given by (4.37). If Ψε is the solution of problem (4.33) with the choice φε=Φε, by (4.35) and (4.37), we get (Ψε(0),Ψε(0))=(U1ε,U0ε) and by uniqueness it results

    uε(ζexε)=Ψε, (4.39)

    which implies (4.32). Hence ζexε is the null (or equivalently exact) control at time T for system (4.1). Moreover, this control, deriving from HUM method, minimizes the norm in L2(0,T;L2ε(Ω)).

    Step2. Let now ε tend to zero. As a consequence of (4.4) ⅱ), (4.4) ⅲ), (4.36) and (4.37), we get

    (Φ0ε,Φ1ε)L2ε(Ω)×(Hεγ)C, (4.40)

    with C positive constant independent of ε, hence we deduce the existence of Φ0:=(Φ01,Φ02)[L2(Ω)]2 such that, up to a subsequence, still denoted ε,

    ~Φ0εΦ0weakly in[L2(Ω)]2. (4.41)

    Now we can apply Theorem 4.7 to system (4.16) for the choice φ0ε=Φ0ε, φ1ε=Φ1ε, φ0=Φ0, and get that there exist a subsequence, still denoted ε, and a function ΦH1(Ω) such that

    ~Φ1εθ1Φ1inL2(0,T;L2(Ω))~Φ2εθ2Φ1inL2(0,T;L2(Ω)), (4.42)

    where θi, i = 1, 2, is given in (2.2) and the function Φ1L2(0,T;L2(Ω)), with Φ1L2(0,T;L2(Ω)), is the unique solution of the following homogenized problem

    {Φ1div(A0γΦ1)=0in Ω×]0,T[,Φ1=0on Ω×]0,T[,Φ1(0)=Φ01+Φ02in Ω,Φ1(0)=Φin Ω. (4.43)

    The homogenized matrix A0γ is still given by (3.46) and (3.50) for γ<1, while, for γ=1, is given by (3.67) and (3.71).

    Observe that, as a result of (4.38) and (4.42), we get, up to a subsequence, still denoted ε,

    {~ζex1εθ1Φ1weakly in L2(0,T;L2(Ω)),~ζex2εθ2Φ1weakly in L2(0,T;L2(Ω)). (4.44)

    Let now pass to the limit, as ε tends to zero, in system (4.1) with ζexε in place of ζε. In view of (4.4) and (4.44), Theorem 4.5 applies to problem (4.1), for the choice Z0ε=U0ε, Z1ε=U1ε, Z0=U0, Z1=U1 and gε=ζexε giving the following convergences,

    {Pε1u1ε(ζexε)u1(Φ1)weakly* in L(0,T;H10(Ω)),~u1ε(ζexε)θ1u1(Φ1)weakly* in L(0,T;L2(Ω)),~u2ε(ζexε)θ2u1(Φ1)weakly* in L(0,T;L2(Ω)), (4.45)
    {Pε1u1ε(ζexε)u1(Φ1)weakly* in L(0,T;L2(Ω)),~u1ε(ζexε)θ1u1(Φ1)weakly* in L(0,T;L2(Ω)),~u2ε(ζexε)θ2u1(Φ1)weakly* in L(0,T;L2(Ω)), (4.46)

    where u1:=u1(Φ1)L2(0,T;H10(Ω)), with u1:=u1(Φ1)L2(0,T;L2(Ω)), is the unique solution of the homogenized problem

    {u1div(A0γu1)=Φ1in Ω×]0,T[,u1=0on Ω×]0,T[,u1(0)=U01+U02in Ω,u1(0)=U11+U12in Ω. (4.47)

    On the other hand, by (4.42) and Theorem 4.5, we can pass to the limit in the backward problem (4.33) with φε=Φε, and obtain the following convergences

    {Pε1Ψ1ε(Φε)Ψ1(Φ1)weakly* in L(0,T;H10(Ω)),~Ψ1ε(Φε)θ1ψ1(Φ1)weakly* in L(0,T;L2(Ω)),~Ψ2ε(Φε)θ2ψ1(Φ1)weakly* in L(0,T;L2(Ω)), (4.48)
    {Pε1Ψ1ε(Φε)ψ1(Φ1)weakly* in L(0,T;L2(Ω)),~Ψ1ε(Φε)θ1ψ1(Φ1)weakly* in L(0,T;L2(Ω)),~Ψ2ε(Φε)θ2ψ1(Φ1)weakly* in L(0,T;L2(Ω)), (4.49)

    where Ψ1:=Ψ1(Φ1)L2(0,T;H10(Ω)), with Ψ1:=Ψ1(Φ1)L2(0,T;L2(Ω)), is the unique solution of the homogenized backward problem

    {Ψ1div(A0γΨ1)=Φ1in Ω×]0,T[,Ψ1=0on Ω×]0,T[,Ψ1(T)=Ψ1(T)=0in Ω. (4.50)

    By (4.39), (4.45) and (4.48), we get

    Ψ1=u1 (4.51)

    and, since both Ψ1 and u1 belong to C([0,T];H10(Ω))C1([0,T];L2(Ω))) (see [46], Chapter 3, Theorem 8.2), it holds

    u1(T)=u1(T)=0. (4.52)

    Therefore

    ζex1:=Φ1 (4.53)

    is an exact control for problem (4.47). On the other hand, if we apply HUM method directly to problem (4.47), in view of classical arguments about exact controllability of hyperbolic problem in fixed domains, (see [44,45]), by considering problems (4.43) and (4.50), we construct an isomorphism L between L2(Ω)×H1(Ω) and its dual such that

    L(Φ01+Φ02,Φ)=(Ψ1(0),Ψ1(0)).

    By (4.51) we get

    (Φ01+Φ02,Φ)=L1(U11+U12,(U01+U02)).

    This identifies \zeta_1^{ex} in a unique way as the energy minimizing control of problem (4.47). Hence convergences (4.44), (4.45) and (4.46) hold for the whole sequences and by (4.53), we get (4.5), (4.7) and (4.8).

    Theorem 4.3 is now completely proved.

    The authors warmly thank Patrizia Donato for helpful suggestions and comments.



    [1] Chenini I, Mammou AB (2010) Groundwater recharge study in arid region: An approach using GIS techniques and numerical modeling. Comput Geosci 36: 801–817. https://doi.org/10.1016/j.cageo.2009.06.014 doi: 10.1016/j.cageo.2009.06.014
    [2] Parisi A, Monno V, Fidelibus MD (2018) Cascading vulnerability scenarios in the management of groundwater depletion and salinization in semi-arid areas. Int J Disaster Risk Reduct 30: 292–305. https://doi.org/10.1016/j.ijdrr.2018.03.004 doi: 10.1016/j.ijdrr.2018.03.004
    [3] Pavelic P, Karthikeyan B, Giriraj A, et al. (2015) Controlling floods and droughts through underground storage: from concept to pilot implementation in the Ganges River Basin, International Water Management Institute (IWMI).
    [4] Choubin B, Malekian A (2017) Combined gamma and M-test-based ANN and ARIMA models for groundwater fluctuation forecasting in semiarid regions. Environ Earth Sci 76: 538. https://doi.org/10.1007/s12665-017-6870-8 doi: 10.1007/s12665-017-6870-8
    [5] Gopinath G, Seralathan P (2004) Identification of groundwater prospective zones using irs-id liss iii and pump test methods. J Indian Soc Remote Sens 32: 329–342. https://doi.org/10.1007/BF03030858 doi: 10.1007/BF03030858
    [6] Velis M, Conti KI, Biermann F (2017) Groundwater and human development: synergies and trade-offs within the context of the sustainable development goals. Sustain Sci 12: 1007–1017. https://doi.org/10.1007/s11625-017-0490-9 doi: 10.1007/s11625-017-0490-9
    [7] Okello C, Tomasello B, Greggio N, et al. (2015) Impact of Population Growth and Climate Change on the Freshwater Resources of Lamu Island, Kenya. Water 7: 1264–1290. https://doi.org/10.3390/w7031264 doi: 10.3390/w7031264
    [8] Ni B, Wang D, Deng Z, et al. (2018) Review on the Groundwater Potential Evaluation Based on Remote Sensing Technology. IOP Conf Ser Mater Sci Eng 394: 052038. https://doi.org/10.1088/1757-899X/394/5/052038 doi: 10.1088/1757-899X/394/5/052038
    [9] Rao NS, Gugulothu S, Das R (2022) Deciphering artificial groundwater recharge suitability zones in the agricultural area of a river basin in Andhra Pradesh, India using geospatial techniques and analytical hierarchical process method.
    [10] Pathak D, Maharjan R, Maharjan N, et al. (2021) Evaluation of parameter sensitivity for groundwater potential mapping in the mountainous region of Nepal Himalaya. Groundwater Sustainable Dev 13: 100562. https://doi.org/10.1016/j.gsd.2021.100562 doi: 10.1016/j.gsd.2021.100562
    [11] Amfo-Otu R, Agyenim J, Nimba-Bumah G (2014) Correlation Analysis of Groundwater Colouration from Mountainous Areas, Ghana. Environ Res Eng Manage 1: 16–24. https://doi.org/10.5755/j01.erem.67.1.4545 doi: 10.5755/j01.erem.67.1.4545
    [12] Voeckler H, Allen DM (2012) Estimating regional-scale fractured bedrock hydraulic conductivity using discrete fracture network (DFN) modeling, Hydrogeol J 20: 1081–1100. https://doi.org/10.1007/s10040-012-0858-y doi: 10.1007/s10040-012-0858-y
    [13] Smerdon BD, Allen DM, Grasby SE, et al. (2009) An approach for predicting groundwater recharge in mountainous watersheds. J Hydrol 365: 156–172. https://doi.org/10.1016/j.jhydrol.2008.11.023 doi: 10.1016/j.jhydrol.2008.11.023
    [14] Elewa H, Qaddah A (2011) Groundwater potentiality mapping in the Sinai Peninsula, Egypt, using remote sensing and GIS-watershed-based modeling. Hydrogeol J 19: 613–628. https://doi.org/10.1007/s10040-011-0703-8 doi: 10.1007/s10040-011-0703-8
    [15] Elmahdy S (2012) Hydromorphological Mapping and Analysis for Characterizing Darfur Paleolake, NW Sudan Using Remote Sensing and GIS. Int J Geosci 3: 25–36. https://doi.org/10.4236/ijg.2012.31004 doi: 10.4236/ijg.2012.31004
    [16] Jagannathan K, Kumar NV, Jayaraman V, et al. (1996) An approach to demarcate Ground water potential zones through Remote Sensing and Geographic Information System. Int J Remote Sens 17: 1867–1884. https://doi.org/10.1080/01431169608948744 doi: 10.1080/01431169608948744
    [17] Pande CB (2020) Sustainable Watershed Development Planning. In: Sustainable Watershed Development. SpringerBriefs in Water Science and Technology. Springer, Cham. https://doi.org/10.1007/978-3-030-47244-3
    [18] Pande CB, Moharir KN, Singh SK, et al. (2022) Groundwater flow modeling in the basaltic hard rock area of Maharashtra, India. Appl Water Sci 12: 12. https://doi.org/10.1007/s13201-021-01525-y doi: 10.1007/s13201-021-01525-y
    [19] Saraf A, Choudhury P, Roy B, et al. (2004) GIS based surface hydrological modelling in identification of groundwater recharge zones, Int J Remote Sens 25: 5759–5770. https://doi.org/10.1080/0143116042000274096 doi: 10.1080/0143116042000274096
    [20] Swetha TV, Gopinath G, Thrivikramji KP (2017) Geospatial and MCDM tool mix for identification of potential groundwater prospects in a tropical river basin, Kerala. Environ Earth Sci 76: 428. https://doi.org/10.1007/s12665-017-6749-8 doi: 10.1007/s12665-017-6749-8
    [21] Bhadran A, Girishbai D, Jesiya NP, et al. (2022) A GIS based Fuzzy-AHP for delineating groundwater potential zones in tropical river basin, southern part of India. Geosyst Geoenviron 1: 100093. https://doi.org/10.1016/j.geogeo.2022.100093 doi: 10.1016/j.geogeo.2022.100093
    [22] Magesh NS, Chandrasekar N (2012) Soundranayagam, J.P. Delineation of groundwater potential zones in Theni district, Tamil Nadu, using remote sensing, GIS and MIF techniques. Geosci Front 3: 189–196, https://doi.org/10.1016/j.gsf.2011.10.007 doi: 10.1016/j.gsf.2011.10.007
    [23] Zghibi A, Mirchi A, Msaddek MH, et al. (2020) Using Analytical Hierarchy Process and Multi-Influencing Factors to Map Groundwater Recharge Zones in a Semi-Arid Mediterranean Coastal Aquifer. Water 12: 2525. https://doi.org/10.3390/w12092525 doi: 10.3390/w12092525
    [24] Çelik R (2019) Evaluation of Groundwater Potential by GIS-Based Multicriteria Decision Making as a Spatial Prediction Tool: Case Study in the Tigris River Batman-Hasankeyf Sub-Basin, Turkey. Water 11: 2630. https://doi.org/10.3390/w11122630 doi: 10.3390/w11122630
    [25] Aghlmand R, Abbasi A (2019) Application of MODFLOW with Boundary Conditions Analyses Based on Limited Available Observations: A Case Study of Birjand Plain in East Iran. Water 11: 1904. https://doi.org/10.3390/w11091904 doi: 10.3390/w11091904
    [26] Saiz-Rodríguez JA, Lomeli Banda MA, Salazar-Briones C, et al. (2019) Allocation of Groundwater Recharge Zones in a Rural and Semi-Arid Region for Sustainable Water Management: Case Study in Guadalupe Valley, Mexico. Water 11: 1586. https://doi.org/10.3390/w11081586 doi: 10.3390/w11081586
    [27] Amare S, Langendoen E, Keesstra S, et al. (2021) Susceptibility to Gully Erosion: Applying Random Forest (RF) and Frequency Ratio (FR) Approaches to a Small Catchment in Ethiopia. Water 13: 216. https://doi.org/10.3390/w13020216 doi: 10.3390/w13020216
    [28] Oh HJ, Kim YS, Choi JK, et al. (2011) GIS mapping of regional probabilistic groundwater potential in the area of Pohang City, Korea. J Hydrol 399: 158–172. https://doi.org/10.1016/j.jhydrol.2010.12.027 doi: 10.1016/j.jhydrol.2010.12.027
    [29] Saaty TL (1990) How to make a decision: The analytic hierarchy process. Eur J Oper Res 48: 9–26. https://doi.org/10.1016/0377-2217(90)90057-I doi: 10.1016/0377-2217(90)90057-I
    [30] Pande CB, Moharir KN, Panneerselvam B, et al. (2021) Delineation of groundwater potential zones for sustainable development and planning using analytical hierarchy process (AHP), and MIF techniques. Appl Water Sci 11: 186. https://doi.org/10.1007/s13201-021-01522-1 doi: 10.1007/s13201-021-01522-1
    [31] Mirnazari J, Ahmad B, Mojaradi B., et al. (2014) Using Frequency Ratio Method for Spatial Landslide Prediction. Res J Appl Sci Eng Technol 7: 3174–3180.
    [32] Trabelsi F, Lee S, Slaheddine K, et al. (2019) Frequency Ratio Model for Mapping Groundwater Potential Zones Using GIS and Remote Sensing; Medjerda Watershed Tunisia. In: Chaminé H, Barbieri M, Kisi O, et al. (eds), Advances in Sustainable and Environmental Hydrology, Hydrogeology, Hydrochemistry and Water Resources. CAJG 2018. Advances in Science, Technology & Innovation. Springer, Cham, 341–345. https://doi.org/10.1007/978-3-030-01572-5_80
    [33] Tiwari A, Shoab M, Dixit A (2021) GIS-based forest fire susceptibility modeling in Pauri Garhwal, India: a comparative assessment of frequency ratio, analytic hierarchy process and fuzzy modeling techniques. Nat Hazards 105: 1189–1230. https://doi.org/10.1007/s11069-020-04351-8 doi: 10.1007/s11069-020-04351-8
    [34] Allafta H, Opp C, Patra S (2020) Identification of Groundwater Potential Zones Using Remote Sensing and GIS Techniques: A Case Study of the Shatt Al-Arab Basin. Remote Sens 13: 112. https://doi.org/10.3390/rs13010112 doi: 10.3390/rs13010112
    [35] Wood S, Charusiri P, Fenton C (2003) Recent paleoseismic investigations in Northern and Western Thailand. Ann Geophys 46. https://doi.org/10.4401/ag-3464 doi: 10.4401/ag-3464
    [36] DGR (2001) Groundwater Map of Nan Province.
    [37] Rao NS (2009) A numerical scheme for groundwater development in a watershed basin of basement terrain: a case study from India. Hydrogeol J 17: 379–396. https://doi.org/10.1007/s10040-008-0402-2 doi: 10.1007/s10040-008-0402-2
    [38] Rao NS (2012) Indicators for occurrence of groundwater in the rocks of Eastern Ghats. Curr Sci 103: 352–353. https://www.jstor.org/stable/24085075
    [39] Saaty T (2008) Decision making with the Analytic Hierarchy Process. Int J Serv Sci 1: 83–98. https://doi.org/10.1504/IJSSCI.2008.017590 doi: 10.1504/IJSSCI.2008.017590
    [40] Yahaya S, Ahmad N, Abdalla R (2010) Multicriteria analysis for flood vulnerable areas in Hadejia-Jama'are River basin, Nigeria. Eur J Sci Res 42: 1450–1216.
    [41] Maheswaran G, Selvarani AG, Elangovan K (2016) Groundwater resource exploration in salem district, Tamil nadu using GIS and remote sensing. J Earth Syst Sci 125: 311–328. https://doi.org/10.1007/s12040-016-0659-0 doi: 10.1007/s12040-016-0659-0
    [42] Saaty T, Vargas L (2006) The Analytic Network Process, Decision Making with the Analytic Network Process, 195: 1–26.
    [43] Saaty TL (1980) The Analytic Hierarchy Process; McGraw-Hill: New York.
    [44] Manap MA, Nampak H, Pradhan B, et al. (2014) Application of probabilistic-based frequency ratio model in groundwater potential mapping using remote sensing data and GIS. Arab J Geosci 7: 711–724. https://doi.org/10.1007/s12517-012-0795-z doi: 10.1007/s12517-012-0795-z
    [45] Razavi-Termeh SV, Sadeghi-Niaraki A, Choi SM (2019) Groundwater Potential Mapping Using an Integrated Ensemble of Three Bivariate Statistical Models with Random Forest and Logistic Model Tree Models. Water 11: 1596. https://doi.org/10.3390/w11081596 doi: 10.3390/w11081596
    [46] Koyejo O, Natarajan N, Ravikumar P (2014) Consistent binary classification with generalized performance metrics. Adv Neural Inf Process Syst 3: 2744–2752.
    [47] Bekkar M, Djema H, Alitouche TA (2013) Evaluation measures for models assessment over imbalanced data sets. J Inf Eng Appl 3: 27–38.
    [48] Saranya T, Saravanan S (2020) Groundwater potential zone mapping using analytical hierarchy process (AHP) and GIS for Kancheepuram District, Tamilnadu, India. Model Earth Syst Environ 6: 1105–1122. https://doi.org/10.1007/s40808-020-00744-7 doi: 10.1007/s40808-020-00744-7
    [49] Mohammadi-Behzad HR, Charchi A, Kalantari N, et al. (2019) Delineation of groundwater potential zones using remote sensing (RS), geographical information system (GIS) and analytic hierarchy process (AHP) techniques: a case study in the Leylia–Keynow watershed, southwest of Iran. Carbonates Evaporites 34: 1307–1319. https://doi.org/10.1007/s13146-018-0420-7 doi: 10.1007/s13146-018-0420-7
    [50] Yeh HF, Cheng YS, Lin HI, et al. (2016) Mapping groundwater recharge potential zone using a GIS approach in Hualian River, Taiwan. Sustainable Environ Res 26: 33–43. https://doi.org/10.1016/j.serj.2015.09.005 doi: 10.1016/j.serj.2015.09.005
    [51] Jahan CS, Rahaman MF, Arefin R, et al. (2019) Delineation of Groundwater Potential Zones of Atrai-Sib River Basin in North-West Bangladesh using Remote Sensing and GIS Techniques. Sustain Water Resour Manag 5: 689–702. https://doi.org/10.1007/s40899-018-0240-x doi: 10.1007/s40899-018-0240-x
    [52] Biswas S, Mukhopadhyay BP, Bera A (2020) Delineating groundwater potential zones of agriculture dominated landscapes using GIS based AHP techniques: a case study from Uttar Dinajpur district, West Bengal. Environ Earth Sci 79: 302. https://doi.org/10.1007/s12665-020-09053-9 doi: 10.1007/s12665-020-09053-9
    [53] Yıldırım Ü (2021) Identification of Groundwater Potential Zones Using GIS and Multi-Criteria Decision-Making Techniques: A Case Study Upper Coruh River Basin (NE Turkey). ISPRS Int J Geo-Inf 10: 396. https://doi.org/10.3390/ijgi10060396 doi: 10.3390/ijgi10060396
    [54] Benjmel K, Amraoui F, Boutaleb S, et al. (2020) Mapping of Groundwater Potential Zones in Crystalline Terrain Using Remote Sensing, GIS Techniques, and Multicriteria Data Analysis (Case of the Ighrem Region, Western Anti-Atlas, Morocco). Water 12: 471. https://doi.org/10.3390/w12020471 doi: 10.3390/w12020471
    [55] Maity DK, Mandal S (2019) Identification of groundwater potential zones of the Kumari river basin, India: an RS & GIS based semi-quantitative approach. Environ Dev Sustain 21: 1013–1034. https://doi.org/10.1007/s10668-017-0072-0 doi: 10.1007/s10668-017-0072-0
    [56] Aouragh MH, Essahlaoui ALI, Abdelhadi O, et al. (2015) Using Remote Sensing and GIS-Multicriteria decision Analysis for Groundwater Potential Mapping in the Middle Atlas Plateaus, Morocco. Res J Recent Sci 4: 1–9.
    [57] Boughariou E, Allouche N, Brahim FB (2021) Delineation of groundwater potentials of Sfax region, Tunisia, using fuzzy analytical hierarchy process, frequency ratio, and weights of evidence models. Environ Dev Sustain 23: 14749–14774. https://doi.org/10.1007/s10668-021-01270-x doi: 10.1007/s10668-021-01270-x
    [58] Ahmadi H, Kaya OA, Babadagi E., et al. (2021) GIS-Based Groundwater Potentiality Mapping Using AHP and FR Models in Central Antalya, Turkey. Environ Sci Proc 5: 11. https://doi.org/10.3390/IECG2020-08741 doi: 10.3390/IECG2020-08741
    [59] Gautam P, Kubota T, Sapkota LM, et al. (2021) Landslide susceptibility mapping with GIS in high mountain area of Nepal: a comparison of four methods. Environ Earth Sci 80: 359. https://doi.org/10.1007/s12665-021-09650-2 doi: 10.1007/s12665-021-09650-2
  • This article has been cited by:

    1. S. Monsurrò, A. K. Nandakumaran, C. Perugia, A note on the exact boundary controllability for an imperfect transmission problem, 2021, 0035-5038, 10.1007/s11587-021-00625-w
    2. S. Monsurrò, A. K. Nandakumaran, C. Perugia, Exact Internal Controllability for a Problem with Imperfect Interface, 2022, 85, 0095-4616, 10.1007/s00245-022-09843-6
    3. Carmen Perugia, 2023, 2849, 0094-243X, 410001, 10.1063/5.0162223
    4. Sara Monsurrò, 2023, 2849, 0094-243X, 410002, 10.1063/5.0163438
  • Reader Comments
  • © 2024 the Author(s), licensee AIMS Press. This is an open access article distributed under the terms of the Creative Commons Attribution License (http://creativecommons.org/licenses/by/4.0)
通讯作者: 陈斌, bchen63@163.com
  • 1. 

    沈阳化工大学材料科学与工程学院 沈阳 110142

  1. 本站搜索
  2. 百度学术搜索
  3. 万方数据库搜索
  4. CNKI搜索

Metrics

Article views(1420) PDF downloads(98) Cited by(0)

Figures and Tables

Figures(5)  /  Tables(6)

/

DownLoad:  Full-Size Img  PowerPoint
Return
Return

Catalog