
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
[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
In the first part of the paper, we consider the stationary heat equation in the two component composite modelized by
This interface problem was studied in [28,49,50] in the case of fixed source term in
- for
- for
- for
- for
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
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
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
Physically speaking, the weak data may model two different wiry heat sources positioned in the two components of the material, for
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
The plan of the paper is the following one. In Section 2, we describe in details the two component domain
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
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]
Let
¯Y2⊂YY:=Y1∪¯Y2. |
Moreover we suppose that
For any
Yki:= kl+Yi,i=1,2,Γk:= kl+Γ, |
where
Kε:= {k∈Zn|εΓk∩Ω≠∅}, |
where
Let
Ωεi:= Ω∩{⋃k∈KεεYki},i=1,2,Γε:=∂Ωε2 |
and assume that
∂Ω∩(⋃k∈Zn(εΓk))=∅. | (2.1) |
We explicitly observe that, by construction, the set
Throughout the paper we denote by
●
●
●
Let us recall (see for istance [9]) that, as
χΩεi⇀θi:=|Yi||Y|weakly inL2(Ω), for i=1,2, | (2.2) |
Our first goal is to describe, for
{−div(Aε∇u1ε)=f1ε inΩε1,−div(Aε∇u2ε)=f2ε in Ωε2,Aε∇u1ε⋅n1ε=−Aε∇u2ε⋅n2ε on Γε,Aε∇u1ε⋅n1ε=−εγhε(u1ε−u2ε) on Γε,u1ε=0 on ∂Ω, | (3.1) |
where
We suppose that
A∈M(α,β,Y) | (3.2) |
for some
{(Aλ,λ)≥α|λ|2a.e. in Y,|Aλ|≤β|λ|a.e. in Y. | (3.3) |
We assume that
{h is a Y−periodic function in L∞(Γ) and∃h0∈Rsuch that 0<h0<h(y) a.e. in Γ. | (3.4) |
Moreover, for any fixed
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
Hεγ:={u=(u1,u2)|u1∈Vε,u2∈H1(Ωε2)} | (3.7) |
equipped with the norm
‖u‖2Hεγ=‖∇u1‖2L2(Ωε1)+‖∇u2‖2L2(Ωε2)+εγ‖u1−u2‖2L2(Γε) | (3.8) |
where
Vε:={v∈H1(Ωε1)|v=0 on ∂Ω} |
is a Banach space endowed with the norm
‖v‖Vε=‖∇v‖L2(Ωε1), | (3.9) |
see [12].
The condition on
Proposition 3.2 ([23,26]). There exists a positive constant
‖u‖2Hεγ≤C1(1+εγ−1)‖u‖2Vε×H1(Ωε2)∀γ∈R,∀u∈Hεγ. | (3.10) |
If
C2‖u‖2Vε×H1(Ωε2)≤‖u‖2Hεγ≤C1(1+εγ−1)‖u‖2Vε×H1(Ωε2)∀u∈Hεγ. | (3.11) |
Corollary 3.3 ([26]). Let
‖u2ε‖H1(Ωε2)≤C. | (3.12) |
We denote by
⟨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
‖(w1,w2)‖2L2ε(Ω)=‖w1‖2L2(Ωε1)+‖w2‖2L2(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
Remark 3.4. We point out that
In this subsection, we recall the definitions and the main properties of two unfolding operators. The first one,
Using the notations of Section 2, let us introduce the following sets (see Figure 2)
●
●
●
In the sequel, for
{z}Y=z−[z]Y∈Y a.e. in Rn. |
Then, for a.e.
x=ε([xε]Y+{xε}Y). |
Definition 3.5. [[7,26]] For any Lebesgue-measurable function
Tεi(ϕ)(x,y)={ϕ(ε[xε]Y+εy)a.e. (x,y)∈ˆΩε×Yi, 0a.e. (x,y)∈Λε×Yi. |
Remark 3.6. In order to simplify the presentation, in the sequel if
Let us collect the following results which are proved in [7,10,26].
Proposition 3.7 ([7,10,26]). Let
i)
ii) For every
1|Y|∫Ω×YiTεi(φ)(x,y)dxdy=∫ˆΩεiφ(x)dx=∫Ωεiφ(x)dx−∫Λεiφ(x)dx. |
iii) For every
‖Tεi(φ)‖Lp(Ω×Yi)≤|Y|1/p‖φ‖Lp(Ωεi). |
iv) For every
Tεi(φ)⟶φ strongly in Lp(Ω×Yi). |
v) Let
Tεi(φε)⟶φ strongly in Lp(Ω×Yi). |
vi) Let
Tεi(φε)(x,y)=φ(y)a.e.in ˆΩε×Yi. |
vii) Let
∇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
If
˜φε⇀θiMYi(ˆφ) weakly in Lp(Ω), |
where
We now give a result concerning the jump on the interface proved in [26].
Lemma 3.9 ([26]). Let
ε∫Γεhε(u1ε−u2ε)φdσx=1|Y|∫Ω×Γh(y)(Tε1(u1ε)−Tε2(u2ε))Tε1(φ)dxdσy, |
with
Let us finally recall a known result about the convergences of the unfolding operators, previously introduced, applied to bounded sequences in
Theorem 3.10 ([26,27]). Let
{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
ˆu1=ˆu2+ξΓ on Ω×Γ, |
for some function
ii) if
Tε1(u1ε)−Tε2(u2ε)ε⇀ˆu1−ˆu2 weakly in L2(Ω×Γ). |
Let
{Find (u1ε,u2ε)∈Hεγ s. t. ∫Ωε1Aε∇u1ε∇v1dx+∫Ωε2Aε∇u2ε∇v2dx+εγ∫Γεhε(u1ε−u2ε)(v1−v2)dσx=⟨f1ε,v1⟩(Vε)′,Vε+⟨f2ε,v2⟩(H1(Ωε2))′,H1(Ωε2) ∀(v1,v2)∈Hεγ. | (3.16) |
The existence and uniqueness of a solution
In order to describe the asymptotic behaviour, as
‖fε‖(Hεγ)′≤C. | (3.17) |
Remark 3.11. Let us observe that, if
¯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,u1⟩H−1(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
¯f1ε⇀f1 in H−1(Ω),¯f2ε⇀f2 in (H1(Ω))′, | (3.22) |
up to a subsequence, still denoted
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
Let us first recall an a priori estimate proved in [28,49] in the case of fixed datum in
Proposition 3.12. Let
We describe the homogenized problems for every
Now, let us consider an auxiliary problem related to problem (3.1), already introduced in [35], i.e.
{−Δρ1ε=f1ε inΩε1,−Δρ2ε=f2ε inΩε2,∇ρ1ε⋅n1ε=−∇ρ2ε⋅n2ε on Γε,∇ρ1ε⋅n1ε=−εγhε(ρ1ε−ρ2ε) on Γε,ρ1ε=0 on ∂Ω, | (3.23) |
where
{Find (ρ1ε,ρ2ε)∈Hεγ s. t. ∫Ωε1∇ρ1ε∇v1dx+∫Ωε2∇ρ2ε∇v2dx+εγ∫Γεhε(ρ1ε−ρ2ε)(v1−v2)dσx=⟨f1ε,v1⟩(Vε)′,Vε+⟨f2ε,v2⟩(H1(Ωε2))′,H1(Ωε2) ∀(v1,v2)∈Hεγ. | (3.24) |
Observe that, clearly, also for the solution
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
{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→+∞(limε→0(⟨f1ε,εωnψεn⟩H−1(Ω),H10(Ω)+⟨f2ε,εωnψεn⟩(H1(Ω))′,H1(Ω)), | (3.26) |
for every
wnψn→Φ 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
{Tε1(∇ρ1ε)⇀∇ρ+∇yˆρ1weakly inL2(Ω×Y1),Tε2(∇ρ2ε)⇀∇ρ+∇yˆρ2weakly inL2(Ω×Y2). | (3.28) |
Let us take
The term concerning the interface vanishes and, in view of Remark 3.11, we get
∫Ωε1∇ρ1ε∇vεdx+∫Ωε2∇ρ2ε∇vεdx=⟨f1ε,vε⟩H−1(Ω),H10(Ω)+⟨f2ε,vε⟩(H1(Ω))′,H1(Ω). | (3.29) |
In view of the definitions of
1|Y|∫Ω×Y1Tε1(∇ρ1ε)Tε1(∇vε)dxdy+1|Y|∫Ω×Y2Tε2(∇ρ2ε)Tε2(∇vε)dxdy=⟨f1ε,vε⟩H−1(Ω),H10(Ω)+⟨f2ε,vε⟩(H1(Ω))′,H1(Ω), | (3.30) |
where we also used Proposition 3.7
Since
Tεi(∇vε)=ε ψTεi(∇ω)+∇yψTεi(ω)⟶∇y(ωψ) strongly in L2(Ω×Yi). | (3.31) |
From
1|Y|∫Ω×Y1(∇ρ+∇yˆρ1)∇y(ωψ)dxdy+1|Y|∫Ω×Y2(∇ρ+∇yˆρ2)∇y(ωψ)dxdy=limε→0(⟨f1ε,εωψε⟩H−1(Ω),H10(Ω)+⟨f2ε,εωψε⟩(H1(Ω))′,H1(Ω). | (3.32) |
According to Theorem 3.10
Thus, if we set
ˆρ(⋅,y)={ˆρ1(⋅,y)y∈Y1, ˆρ2(⋅,y)+ξΓy∈Y2, |
a.e. in
ˆρ∈L2(Ω,H1per(Y)) |
and
{∇yˆρ|Ω×Y1=∇yˆρ1, ∇yˆρ|Ω×Y2=∇yˆρ2. | (3.33) |
Therefore
1|Y|∫Ω×Y(∇ρ+∇yˆρ)∇y(ωψ)dxdy=limε→0(⟨f1ε,εωψε⟩H−1(Ω),H10(Ω)+⟨f2ε,εωψε⟩(H1(Ω))′,H1(Ω). | (3.34) |
Now let us take
wnψn→Φ strongly in L2(Ω,H1per(Y)). |
Hence, (3.34) gives, for any fixed
1|Y|∫Ω×Y(∇ρ+∇yˆρ)∇y(ωnψn)dxdy=limε→0(⟨f1ε,εωnψεn⟩H−1(Ω),H10(Ω)+⟨f2ε,εωnψεn⟩(H1(Ω))′,H1(Ω), |
where
Now we are able to prove the homogenization result for problem (3.1) when
Theorem 3.14. Let
{˜uiε⇀θiuweakly 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
{Find u∈H10(Ω), ˆu∈L2(Ω,H1per(Y)),withMΓ(ˆu)=0 a.e. x∈Ω, s.t. 1|Y|∫Ω×YA(y)(∇u+∇yˆu)(∇φ+∇yΦ)dxdy=⟨f1,φ⟩H−1(Ω),H10(Ω)+⟨f2,φ⟩(H1(Ω))′,H1(Ω)+1|Y|∫Ω×Y(∇ρ+∇yˆρ)∇yΦdxdy∀φ∈H10(Ω), ∀Φ∈L2(Ω,H1per(Y)), | (3.36) |
where
Proof. Arguing as in the proof of Lemma 3.13, we get that there exist a subsequence, still denoted
{Tε1(∇u1ε)⇀∇u+∇yˆu1weakly inL2(Ω×Y1),Tε2(∇u2ε)⇀∇u+∇yˆu2weakly inL2(Ω×Y2). | (3.37) |
Then, from (3.12) of Corollary 3.3,
˜uiε⇀θiMYi(u) weakly in L2(Ω) |
and, since
In order to get the limit problem, let
∫Ωε1Aε∇u1ε∇(φ+vε)dx+∫Ωε2Aε∇u2ε∇(φ+vε)dx=⟨f1ε,φ⟩H−1(Ω),H10(Ω)+⟨f2ε,φ⟩(H1(Ω))′,H1(Ω)+⟨f1ε,vε⟩H−1(Ω),H10(Ω)+⟨f2ε,vε⟩(H1(Ω))′,H1(Ω). | (3.38) |
Then if we take
∫Ωε1Aε∇u1ε∇(φ+vε)dx+∫Ωε2Aε∇u2ε∇(φ+vε)dx=⟨f1ε,φ⟩H−1(Ω),H10(Ω)+⟨f2ε,φ⟩(H1(Ω))′,H1(Ω)+∫Ωε1∇ρ1ε∇vεdx+∫Ωε2∇ρ2ε∇vεdx. | (3.39) |
In view of the definitions of
1|Y|∫Ω×Y1A(y)Tε1(∇u1ε)Tε1(∇φ+∇vε)dxdy+1|Y|∫Ω×Y2A(y)Tε2(∇u2ε)Tε2(∇φ+∇vε)dxdy=⟨f1ε,φ⟩H−1(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
From (3.22),
1|Y|∫Ω×Y1A(y)(∇u+∇yˆu1)(∇φ+∇y(ωψ))dxdy+1|Y|∫Ω×Y2A(y)(∇u+∇yˆu2)(∇φ+∇y(ωψ))dxdy=⟨f1,φ⟩H−1(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
ˆu(⋅,y)={ˆu1(⋅,y)y∈Y1, ˆu2(⋅,y)+ζΓy∈Y2, | (3.42) |
where
ˆu∈L2(Ω,H1per(Y)) |
and
{∇yˆu|Ω×Y1=∇yˆu1, ∇yˆu|Ω×Y2=∇yˆu2. | (3.43) |
Therefore,
1|Y|∫Ω×YA(y)(∇u+∇yˆu)(∇φ+∇y(ωψ))dxdy=⟨f1,φ⟩H−1(Ω),H10(Ω)+⟨f2,φ⟩(H1(Ω))′,H1(Ω)+1|Y|∫Ω×Y(∇ρ+∇yˆρ)∇y(ωψ)dxdy, | (3.44) |
for every
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
Corollary 3.15. Let
{˜uiε⇀θiu weakly in L2(Ω),i=1,2, Aε~∇u1ε⇀A1γ∇u+θ1MYl(A∇yˆχ|Y1) weakly in L2(Ω), Aε~∇u2ε⇀A2γ∇u+θ2MY2(A∇yˆχ|Y2) weakly in L2(Ω). | (3.45) |
In (3.45) the constant matrices
alij=θlMYl(aij−n∑k=1aik∂χj∂yk), | (3.46) |
where the functions
{−div(A∇(χj−yj))=0 in Y, χjY−periodic, MY(χj)=0 | (3.47) |
and the function
{Findˆχ∈L2(Ω;H1per(Y))s. t.∫YA(y)∇yˆχ∇yψdy=∫Y(∇ρ+∇yˆρ)∇yψdy, ∀ψ∈H1per(Y), | (3.48) |
where
Moreover the limit function
{−div(A0γ∇u)=f1+f2+div(MY(A(y)∇yˆχ))in Ω, u=0on ∂Ω, | (3.49) |
where the homogenized matrix is given by
A0γ:=A1γ+A2γ. | (3.50) |
Proof. Choosing
1|Y|∫Ω×YA(y)(∇u+∇yˆu)∇yΦdxdy=1|Y|∫Ω×Y(∇ρ+∇yˆρ)∇yΦdxdy, |
for all
By following some classical arguments as in the two-scale method (see [9], ch. 9), this gives
ˆu(x,y)=ˆχ(x,y)−n∑j=1∂u∂xj(x)χj(y), | (3.51) |
where
We now choose
1|Y|∫Ω×YA(y)(∇u+∇yˆu)∇φdxdy=⟨f1,φ⟩H−1(Ω),H10(Ω)+⟨f2,φ⟩(H1(Ω))′,H1(Ω), |
for all
Replacing
∫Ωn∑i=1n∑j=1(1|Y|∫Y(aij(y)−n∑k=1aik(y)∂χj∂yk(y))dy)∂u∂xj∂φ∂xidx =⟨f1,φ⟩H−1(Ω),H10(Ω)+⟨f2,φ⟩(H1(Ω))′,H1(Ω)−∫Ωn∑i=1n∑j=1(1|Y|∫Yaij(y)∂ˆχ∂yj(y)dy)∂φ∂xidx, |
for all
{−n∑i=1∂∂xin∑j=1(1|Y|∫Y(aij(y)−n∑k=1aik(y)∂χj∂yk(y))dy)∂u∂xj=f1+f2+n∑i=1∂∂xin∑j=1(1|Y|∫Yaij(y)∂ˆχ∂yj(y)dy) in Ω, u=0 on ∂Ω. |
This implies that
From (3.42) and (3.51), we have
{ˆu1=ˆu|Ω×Y1=ˆχ|Ω×Y1−n∑j=1∂u∂xjχj|Y1, ˆu2=ˆu|Ω×Y2−ζΓ=ˆχ|Ω×Y2−n∑j=1∂u∂xjχj|Y2−ζΓ, | (3.52) |
where
{Tε1(Aε∇u1ε)⇀A(y)(∇u+∇yˆu1)weakly inL2(Ω×Y1),Tε2(Aε∇u2ε)⇀A(y)(∇u+∇yˆu2)weakly inL2(Ω×Y2). |
Then, using Proposition 3.8, we deduce that
{Aε~∇u1ε⇀θ1MY1[A(y)(∇u+∇yˆu1)]weakly in L2(Ω),Aε~∇u2ε⇀θ2MY2[A(y)(∇u+∇yˆu2)]weakly in L2(Ω). | (3.53) |
After some computations, by using (3.52), convergences (3.53) give (3.45)
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
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
{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)(ˆρ1−ˆρ2)(Φ1−Φ2)dx dσy=limn→+∞(limε→0(⟨f1ε,εω1nψε1n⟩H−1(Ω),H10(Ω)+⟨f2ε,εω2nψε2n⟩(H1(Ω))′,H1(Ω)), | (3.55) |
for every
w1nψ1n→Φ1 strongly in L2(Ω,H1per(Y1)), |
w2nψ2n→Φ2 strongly in L2(Ω,H1(Y2)). |
Proof. Arguing as in Lemma 3.13, we deduce there exist a subsequence, still denoted
For
In view of Remark 3.11, we get
∫Ωε1∇ρ1ε∇v1εdx+∫Ωε2∇ρ2ε∇v2εdx+ε−1∫Γεhε(ρ1ε−ρ2ε)(v1ε−v2ε)dσx=⟨f1ε,v1ε⟩H−1(Ω),H10(Ω)+⟨f2ε,v2ε⟩(H1(Ω))′,H1(Ω). | (3.56) |
Following the same argument as in Lemma 3.13, we have that, for
Tεi(∇viε)⟶∇y(ωiψi) strongly in L2(Ω×Yi). | (3.57) |
In view of the definitions of
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,εω1ψε1⟩H−1(Ω),H10(Ω)+⟨f2ε,εω2ψε2⟩(H1(Ω))′,H1(Ω), | (3.58) |
where we also used Proposition 3.7
From
1|Y|∫Ω×Y1(∇ρ+∇yˆρ1)∇y(ω1ψ1)dxdy+1|Y|∫Ω×Y2(∇ρ+∇yˆρ2)∇y(ω2ψ2)dxdy+1|Y|∫Ω×Γh(y)(ˆρ1−ˆρ2)(ω1ψ1−ω2ψ2)dx dσy=limε→0(⟨f1ε,εω1ψε1⟩H−1(Ω),H10(Ω)+⟨f2ε,εω2ψε2⟩(H1(Ω))′,H1(Ω). | (3.59) |
Now let us take
w1nψ1n→Φ1 strongly in L2(Ω,H1per(Y1)), |
w2nψ2n→Φ2 strongly in L2(Ω,H1(Y2)). |
Hence, (3.59) gives, for any fixed
1|Y|∫Ω×Y1(∇ρ+∇yˆρ1)∇y(w1nψ1n)dxdy+1|Y|∫Ω×Y2(∇ρ+∇yˆρ2)∇y(w2nψ2n)dxdy+1|Y|∫Ω×Γh(y)(ˆρ1−ˆρ2)(w1nψ1n−w2nψ2n)dx dσy=limε→0(⟨f1ε,εω1nψε1n⟩H−1(Ω),H10(Ω)+⟨f2ε,εω2nψε2n⟩(H1(Ω))′,H1(Ω) | (3.60) |
where, for
Passing to the limit as
Now we are able to prove the homogenization result for problem (3.1) when
Theorem 3.18. Let
{˜uiε⇀θiuweakly 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
{Findu∈H10(Ω),ˆu1∈L2(Ω,H1per(Y1))withMΓ(^u1)=0a.e.x∈Ω,ˆu2∈L2(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)(ˆu1−ˆu2)(Φ1−Φ2)dx dσy=⟨f1,φ⟩H−1(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)(ˆρ1−ˆρ2)(Φ1−Φ2)dx dσy,∀φ∈H10(Ω),Φ1∈L2(Ω,H1per(Y1)),Φ2∈L2(Ω,H1(Y2)), | (3.62) |
where the functions
∫Ω×Y1(∇ρ+∇yˆρ1)∇yΦ1dxdy+∫Ω×Y2(∇ρ+∇yˆρ2)∇yΦ2dxdy+∫Ω×Γh(y)(ˆρ1−ˆρ2)(Φ1−Φ2)dx dσy |
depends only on a subsequence of
Proof. Convergences
In order to get the limit problem satisfied by
∫Ωε1Aε∇u1ε∇(φ+v1ε)dx+∫Ωε2Aε∇u2ε∇(φ+v2ε)dx+ε−1∫Γεhε(u1ε−u2ε)(v1ε−v2ε)dσx=⟨f1ε,φ⟩H−1(Ω),H10(Ω)+⟨f2ε,φ⟩(H1(Ω))′,H1(Ω)+⟨f1ε,v1ε⟩H−1(Ω),H10(Ω)+⟨f2ε,v2ε⟩(H1(Ω))′,H1(Ω). | (3.63) |
Then if we take
∫Ωε1Aε∇u1ε∇(φ+v1ε)dx+∫Ωε2Aε∇u2ε∇(φ+v2ε)dx+ε−1∫Γεhε(u1ε−u2ε)(v1ε−v2ε)dσx=⟨f1ε,φ⟩H−1(Ω),H10(Ω)+⟨f2ε,φ⟩(H1(Ω))′,H1(Ω)+∫Ωε1∇ρ1ε∇v1εdx+∫Ωε2∇ρ2ε∇v2εdx+ε−1∫Γεhε(ρ1ε−ρ2ε)(v1ε−v2ε)dσx. | (3.64) |
In view of the definitions of
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,φ⟩H−1(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
From (3.22),
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)(ˆu1−ˆu2)(ω1ψ1−ω2ψ2)dx dσy=⟨f1,φ⟩H−1(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)(ˆρ1−ˆρ2)(ω1ψ1−ω2ψ2)dx dσy. |
Then, by density we get the limit problem (3.62).
Let us finally show that
To this aim, let
B:=H10(Ω)×L2(Ω,Wper(Y1))×L2(Ω,H1(Y2)), |
where the space
Wper(Y1):={g∈H1per(Y1)|MΓ(g)=0}. |
For
‖V‖2B:=∫Ω×Y1|∇v1+∇yv2|2dxdy+∫Ω×Y2|∇v1+∇yv3|2dxdy+∫Ω×Γ|v2−v3|2dxdσy. |
As proved in [27], this last application is a norm on
Now, for any
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)(v2−v3)(w2−w3)dx dσy |
and the map
F:V=(v1,v2,v3)∈B⟶⟨f1,v1⟩H−1(Ω),H10(Ω)+⟨f2,v1⟩(H1(Ω))′,H1(Ω)+∫Ω×Y1(∇ρ+∇yˆρ1)∇yv2dxdy+∫Ω×Y2(∇ρ+∇yˆρ2)∇yv3dxdy+∫Ω×Γh(y)(ˆρ1−ˆρ2)(v2−v3)dx dσy. |
It is easily seen that
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
Corollary 3.19. Let
{˜uiε⇀θiu weakly in L2(Ω), i=1,2, Aε~∇u1ε⇀A1γ∇u+θ1MY1(A∇yˆχ1) weakly in L2(Ω), Aε~∇u2ε⇀A2γ∇u+θ2MY2(A∇yˆχ2) weakly in L2(Ω). | (3.66) |
In (3.66), the constant matrices
{a1ij=θ1MY1(aij−n∑k=1aik∂χj1∂yk),a2ij=θ2MY2(aij−n∑k=1aik∂χj2∂yk), | (3.67) |
where the couples
{−div(A∇(χj1−yj))=0in Y1, −div(A∇(χj2−yj))=0in Y2, A∇(χj1−yj)⋅n1=−A∇(χj2−yj)⋅n2on Γ, A∇(χj1−yj)⋅n1=−h(χj1−χj2)on Γ, χj1Y−periodic,MY1(χj1)=0. | (3.68) |
The couple
{Find(ˆχ1,ˆχ2)∈L2(Ω,H1per(Y1)×H1(Y2))s. t.∫Y1A(y)∇yˆχ1∇yψ1dy+∫Y2A(y)∇yˆχ2∇yψ2dy+∫Γh(y)(ˆχ1−ˆχ2)(ψ1−ψ2)dσy=∫Y1(∇ρ+∇yˆρ1)∇yψ1dy+∫Y2(∇ρ+∇yˆρ2)∇yψ2dy+∫Γh(y)(ˆρ1−ˆρ2)(ψ1−ψ2)dσy, ∀(ψ1,ψ2)∈H1per(Y1)×H1(Y2), | (3.69) |
where
Moreover, the limit function
{−div(A0γ∇u)=f1+f2+θ1div(MY1(A∇yˆχ1))+θ2div(MY2(A∇yˆχ2))in Ω, u=0on ∂Ω, | (3.70) |
where the homogenized matrix is defined by
A0γ:=A1γ+A2γ. | (3.71) |
Proof. Choosing
∫Ω×Y1A(y)(∇u+∇yˆu1)∇yΦ1dxdy+∫Ω×Y2A(y)(∇u+∇yˆu2)∇yΦ2dxdy+∫Ω×Γh(y)(ˆu1−ˆu2)(Φ1−Φ2)dxdσy=∫Ω×Y1(∇ρ+∇yˆρ1)∇yΦ1dxdy+∫Ω×Y2(∇ρ+∇yˆρ2)∇yΦ2dxdy+∫Ω×Γh(y)(ˆρ1−ˆρ2)(Φ1−Φ2)dxdσy, |
for all
By standard arguments, as in the two scale method (see [9], ch. 9), this gives
{ˆu1(x,y)=ˆχ1(x,y)−n∑j=1∂u∂xj(x)χj1(y), ˆu2(x,y)=ˆχ2(x,y)−n∑j=1∂u∂xj(x)χj2(y), | (3.72) |
where
We now choose
1|Y|∫Ω×Y1A(y)(∇u+∇yˆu1)∇φdxdy+1|Y|∫Ω×Y2A(y)(∇u+∇yˆu2)∇φdxdy=⟨f1,φ⟩H−1(Ω),H10(Ω)+⟨f2,φ⟩(H1(Ω))′,H1(Ω), | (3.73) |
for all
Replacing
∫Ωn∑i=1n∑j=1(1|Y|∫Y1(aij(y)−n∑k=1aik(y)∂χj1∂yk(y))dy)∂u∂xj∂φ∂xidx+∫Ωn∑i=1n∑j=1(1|Y|∫Y2(aij(y)−n∑k=1aik(y)∂χj2∂yk(y))dy)∂u∂xj∂φ∂xidx=⟨f1,φ⟩H−1(Ω),H10(Ω)+⟨f2,φ⟩(H1(Ω))′,H1(Ω)−∫Ωn∑i=1n∑j=1(1|Y|∫Y1aij(y)∂ˆχ1∂yj(y)dy)∂φ∂xidx−∫Ωn∑i=1n∑j=1(1|Y|∫Y2aij(y)∂ˆχ2∂yj(y)dy)∂φ∂xidx, |
for all
{−n∑i=1∂∂xin∑j=1(1|Y|∫Y1(aij(y)−n∑k=1aik(y)∂χj1∂yk(y))dy)∂u∂xj−n∑i=1∂∂xin∑j=1(1|Y|∫Y2(aij(y)−n∑k=1aik(y)∂χj2∂yk(y))dy)∂u∂xj=f1+f2+n∑i=1∂∂xin∑j=1(1|Y|∫Y1aij(y)∂ˆχ1∂yj(y)dy)+n∑i=1∂∂xin∑j=1(1|Y|∫Y2aij(y)∂ˆχ2∂yj(y)dy) in Ω, u=0 on ∂Ω. |
This implies that
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
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
The second issue we deal with concerns the study of the exact controllability of a hyperbolic imperfect transmission problem posed in the domain
{u″1ε−div(Aε∇u1ε)=ζ1εin Ωε1×]0,T[,u″2ε−div(Aε∇u2ε)=ζ2εin Ωε2×]0,T[,Aε∇u1ε⋅n1ε=−Aε∇u2ε⋅n2εon Γε×]0,T[,Aε∇u1ε⋅n1ε=−εγhε(u1ε−u2ε)on Γε×]0,T[,u1ε=0on ∂Ω×]0,T[,u1ε(0)=U01ε,u′1ε(0)=U11εin Ωε1,u2ε(0)=U02ε,u′2ε(0)=U12εin Ωε2, | (4.1) |
where
{i) U0ε:=(U01ε,U02ε)∈Hεγ,ii) U1ε:=(U11ε,U12ε)∈L2ε(Ω). | (4.2) |
Moreover
aij=aji,i,j=1,...n. | (4.3) |
For clearness sake, throughout the paper, we denote by
Definition 4.1. System (4.1) is exactly controllable at time
uε(T)=¯U0ε,u′ε(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
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
We give a positive answer to this question by proving the following main result:
Theorem 4.3. Let
{i)~U0ε⇀U0:=(U01,U02) weakly in [L2(Ω)]2, with U02∈H10(Ω),ii)~U1ε⇀U1:=(U11,U12) weakly in [L2(Ω)]2,iii)‖U0ε‖Hεγ≤C, | (4.4) |
with
Let
{~ζex1ε⇀θ1ζex1weakly in L2(0,T;L2(Ω)),~ζex2ε⇀θ2ζex1weakly in L2(0,T;L2(Ω)), | (4.5) |
where
{u″1−div(A0γ∇u1)=ζex1in Ω×]0,T[,u1=0on ∂Ω×]0,T[,u1(0)=U01+U02in Ω,u′1(0)=U11+U12in Ω. | (4.6) |
The homogenized matrix
Moreover denoted by
Pε1∈L(L∞(0,T;Hk(Ωε1));L∞(0,T;Hk(Ω))), |
for
{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
{Pε1u′1ε(ζexε)⇀u′1(ζex1)weakly∗ in L∞(0,T;L2(Ω)),~u′1ε(ζexε)⇀θ1u′1(ζex1)weakly∗ in L∞(0,T;L2(Ω)),~u′2ε(ζexε)⇀θ2u′1(ζex1)weakly∗ in L∞(0,T;L2(Ω)). | (4.8) |
Let us observe that by (4.4),
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
Hence, for
{z″1ε−div(Aε∇z1ε)=g1εin Ωε1×]0,T[,z″2ε−div(Aε∇z2ε)=g2εin Ωε2×]0,T[,Aε∇z1ε⋅n1ε=−Aε∇z2ε⋅n2εon Γε×]0,T[,Aε∇z1ε⋅n1ε=−εγhε(z1ε−z2ε)on Γε×]0,T[,z1ε=0on ∂Ω×]0,T[,z1ε(0)=Z01ε,z′1ε(0)=Z11εin Ωε1,z2ε(0)=Z02ε,z′2ε(0)=Z12εin Ωε2, | (4.9) |
where
{i) gε:=(g1ε,g2ε)∈L2(0,T;L2ε(Ω)),ii) Z0ε:=(Z01ε,Z02ε)∈Hεγ,iii) Z1ε:=(Z11ε,Z12ε)∈L2ε(Ω). | (4.10) |
For any
Wε:={v=(v1,v2)∈L2(0,T;Hεγ)s.t.v′=(v′1,v′2)∈L2(0,T;L2ε(Ω))}, | (4.11) |
which is a Hilbert space if equipped with the norm
‖v‖Wε=‖v1‖L2(0,T;Vε)+‖v2‖L2(0,T;H1(Ωε2))+‖v′1‖L2(0,T;L2(Ωε1))+‖v′2‖L2(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
{Findzε=(z1ε,z2ε)∈Wε s. t. ⟨z″1ε,v1⟩(Vε)′,Vε+⟨z″2ε,v2⟩(H1(Ωε2))′,H1(Ωε2)+∫Ωε1Aε∇z1ε∇v1dx+∫Ωε2Aε∇z2ε∇v2dx+εγ∫Γεhε(z1ε−z2ε)(v1−v2)dσx=∫Ωε1g1εv1dx+∫Ωε2g2εv2dx,∀(v1,v2)∈Hεγ in D′(0,T),z1ε(0)=Z01ε,z′1ε(0)=Z11εin Ωε1,z2ε(0)=Z02ε,z′2ε(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
Theorem 4.4 ([21]). Under the assumptions
‖zε‖L∞(0,T;Hεγ)+‖z′ε‖L∞(0,T;L2ε(Ω))≤C(‖Z0ε‖Hεγ+‖Z1ε‖L2ε(Ω)+‖gε‖L2(0,T;L2ε(Ω))). |
Let us point out that, for any fixed
zε∈C([0,T];Hεγ),z′ε∈C([0,T];L2ε(Ω)). |
Now, let us recall the homogenization result for problem (4.9), proved in [21].
Theorem 4.5 ([21]). Let
{i) ~Z0ε⇀Z0:=(Z01,Z02) weakly in [L2(Ω)]2, with Z02∈H10(Ω),ii) ~Z1ε⇀Z1:=(Z11,Z12) weakly in [L2(Ω)]2,iii) ‖Z0ε‖Hεγ≤C, | (4.13) |
with
(~g1ε,~g2ε)⇀(g1,g2)weakly inL2(0,T;[L2(Ω)]2). | (4.14) |
Under the assumptions
Pε1∈L(L∞(0,T;Hk(Ωε1));L∞(0,T;Hk(Ω))), |
for
{Pε1z1ε⇀z1 weakly∗ in L∞(0,T;H10(Ω)),~z1ε⇀θ1z1 weakly∗ in L∞(0,T;L2(Ω)),~z2ε⇀θ2z1 weakly∗ in L∞(0,T;L2(Ω)), |
{Pε1z′1ε⇀z′1weakly∗ in L∞(0,T;L2(Ω)),~z′1ε⇀θ1z′1weakly∗ in L∞(0,T;L2(Ω)),~z′2ε⇀θ2z′1weakly∗ in L∞(0,T;L2(Ω)) |
where
{z″1−div(A0γ∇z1)=g1+g2in Ω×]0,T[,z1=0on ∂Ω×]0,T[,z1(0)=Z01+Z02in Ω,z′1(0)=Z11+Z12in Ω. |
Moreover
Aε~∇z1ε+Aε~∇z2ε⇀A0γ∇z1weakly∗ in L∞(0,T;L2(Ω)). |
The homogenized matrix
Remark 4.6. Let us observe that (see for instance [9])
A0γ∈M(α,β,Ω), | (4.15) |
where
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
{φ″1ε−div(Aε∇φ1ε)=0in Ωε1×]0,T[,φ″2ε−div(Aε∇φ2ε)=0in Ωε2×]0,T[,Aε∇φ1ε⋅n1ε=−Aε∇φ2ε⋅n2εon Γε×]0,T[,Aε∇φ1ε⋅n1ε=−εγhε(φ1ε−φ2ε)on Γε×]0,T[,φ1ε=0on ∂Ω×]0,T[,φ1ε(0)=φ01ε,φ′1ε(0)=φ11εin Ωε1,φ2ε(0)=φ02ε,φ′2ε(0)=φ12εin Ωε2, | (4.16) |
where
{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‖L∞(0,T;L2ε(Ω))+‖φ′ε‖L∞(0,T;(Hεγ)′)≤C(‖φ0ε‖L2ε(Ω)+‖φ1ε‖(Hεγ)′), | (4.18) |
with
Assume that the initial data satisfy
{i) ~φ0ε⇀φ0:=(φ01,φ02)weakly in(L2(Ω))2,ii) ‖φ1ε‖(Hεγ)′≤C, | (4.19) |
with
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
~φ1ε⇀θ1φ1inL2(0,T;L2(Ω))~φ2ε⇀θ2φ1inL2(0,T;L2(Ω)), | (4.20) |
where
{φ″1−div(A0γ∇φ1)=0in Ω×]0,T[,φ1=0on ∂Ω×]0,T[,φ1(0)=φ01+φ02in Ω,φ′1(0)=φ∗in Ω. | (4.21) |
The homogenized matrix
Proof. Estimate (4.18) and hypothesis (4.19) provide the existence of two functions
~φ1ε⇀ˉφinL2(0,T;L2(Ω)),~φ2ε⇀φ2inL2(0,T;L2(Ω)). | (4.22) |
Let
{−div(Aε∇ξ1ε)=−φ11εin Ωε1,−div(Aε∇ξ2ε)=−φ12εin Ωε2,Aε∇ξ1ε⋅n1ε=−Aε∇ξ2ε⋅n2εon Γε,Aε∇ξ1ε⋅n1ε=−εγhε(ξ1ε−ξ2ε)on Γε,ξ1ε=0on ∂Ω. | (4.23) |
By hypotheses (3.2)
{i) ~ξ1ε⇀θ1ξ1weakly in L2(Ω),]ii) ~ξ2ε⇀θ2ξ1weakly in L2(Ω), | (4.24) |
with
{−div(A0γ∇ξ1)=−φ∗in Ω,ξ1=0on ∂Ω, | (4.25) |
where
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
{σ″1ε−div(Aε∇σ1ε)=0in Ωε1×]0,T[,σ″2ε−div(Aε∇σ2ε)=0in Ωε2×]0,T[,Aε∇σ1ε⋅n1ε=−Aε∇σ2ε⋅n2εon Γε×]0,T[,Aε∇σ1ε⋅n1ε=−εγhε(σ1ε−σ2ε)on Γε×]0,T[,σ1ε=0on ∂Ω×]0,T[,σ1ε(0)=ξ1ε,σ′1ε(0)=φ01εin Ωε1,σ2ε(0)=ξ2ε,σ′2ε(0)=φ02εin Ωε2. | (4.27) |
Since
‖ξε‖Hεγ≤C | (4.28) |
with
By (4.19) i), (4.24) and (4.28) we can apply Theorem 4.5 to system (4.27) obtaining in particular
{i) ~σ1ε⇀θ1σ1weakly in L2(0,T;L2(Ω)),ii) ~σ′1ε⇀θ1σ′1weakly in L2(0,T;L2(Ω)),iii) ~σ2ε⇀θ2σ1weakly in L2(0,T;L2(Ω)),iv) ~σ′2ε⇀θ2σ′1weakly in L2(0,T;L2(Ω)), | (4.29) |
where
{σ″1−div(A0γ∇σ1)=0in Ω×]0,T[,σ1=0on ∂Ω×]0,T[,σ1(0)=ξ1in Ω,σ′1(0)=φ01+φ02in Ω. | (4.30) |
By (4.26) it results
~σ′iε=~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
By classical regularity results for hyperbolic equations we have
σ1∈C([0,T];H10(Ω))∩C1([0,T];L2(Ω))∩C2([0,T];H−1(Ω)). |
Hence, by (4.25) and (4.30)
σ″1(0)=div(A0γ∇σ1(0))=div(A0γ∇ξ1)=φ∗. |
Therefore, the function
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
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
Step1. Let us start by proving that there exists a control
uε(T)=u′ε(T)=0, | (4.32) |
see Definition 4.1 and Remark 4.2. To this aim, let
{ψ″2ε−div(Aε∇ψ1ε)=−φ1εin Ωε1×]0,T[,ψ″2ε−div(Aε∇ψ2ε)=−φ2εin Ωε2×]0,T[,Aε∇ψ1ε⋅n1ε=−Aε∇ψ2ε⋅n2εon Γε×]0,T[,Aε∇ψ1ε⋅n1ε=−εγhε(ψ1ε−ψ2ε)on Γε×]0,T[,ψ1ε=0on ∂Ω×]0,T[,ψ1ε(T)=ψ′1ε(T)=0in Ωε1,ψ2ε(T)=ψ′2ε(T)=0in Ωε2, | (4.33) |
where
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
Lε(φ0ε,φ1ε)=(ψ′ε(0),−ψε(0)). | (4.35) |
Following exactly the same argument as in [36] for the case
‖L−1ε‖L(L2ε(Ω)×Hεγ;L2ε(Ω)×(Hεγ)′)≤C, | (4.36) |
with
Let now
(Φ0ε,Φ1ε)=L−1ε(U1ε,−U0ε). | (4.37) |
Denote
ζexε:=−Φε, | (4.38) |
where
uε(ζexε)=Ψε, | (4.39) |
which implies (4.32). Hence
Step2. Let now
‖(Φ0ε,Φ1ε)‖L2ε(Ω)×(Hεγ)′≤C, | (4.40) |
with
~Φ0ε⇀Φ0weakly in[L2(Ω)]2. | (4.41) |
Now we can apply Theorem 4.7 to system (4.16) for the choice
~Φ1ε⇀θ1Φ1inL2(0,T;L2(Ω))~Φ2ε⇀θ2Φ1inL2(0,T;L2(Ω)), | (4.42) |
where
{Φ″1−div(A0γ∇Φ1)=0in Ω×]0,T[,Φ1=0on ∂Ω×]0,T[,Φ1(0)=Φ01+Φ02in Ω,Φ′1(0)=Φ∗in Ω. | (4.43) |
The homogenized matrix
Observe that, as a result of (4.38) and (4.42), we get, up to a subsequence, still denoted
{~ζex1ε⇀−θ1Φ1weakly in L2(0,T;L2(Ω)),~ζex2ε⇀−θ2Φ1weakly in L2(0,T;L2(Ω)). | (4.44) |
Let now pass to the limit, as
{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) |
{Pε1u′1ε(ζexε)⇀u′1(Φ1)weakly* in L∞(0,T;L2(Ω)),~u′1ε(ζexε)⇀θ1u′1(Φ1)weakly* in L∞(0,T;L2(Ω)),~u′2ε(ζexε)⇀θ2u′1(Φ1)weakly* in L∞(0,T;L2(Ω)), | (4.46) |
where
{u″1−div(A0γ∇u1)=−Φ1in Ω×]0,T[,u1=0on ∂Ω×]0,T[,u1(0)=U01+U02in Ω,u′1(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
{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) |
{Pε1Ψ′1ε(Φε)⇀ψ′1(Φ1)weakly* in L∞(0,T;L2(Ω)),~Ψ′1ε(Φε)⇀θ1ψ′1(Φ1)weakly* in L∞(0,T;L2(Ω)),~Ψ′2ε(Φε)⇀θ2ψ′1(Φ1)weakly* in L∞(0,T;L2(Ω)), | (4.49) |
where
{Ψ″1−div(A0γ∇Ψ1)=−Φ1in Ω×]0,T[,Ψ1=0on ∂Ω×]0,T[,Ψ1(T)=Ψ′1(T)=0in Ω. | (4.50) |
By (4.39), (4.45) and (4.48), we get
Ψ1=u1 | (4.51) |
and, since both
u1(T)=u′1(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(Φ01+Φ02,Φ∗)=(Ψ1(0),−Ψ′1(0)). |
By (4.51) we get
(Φ01+Φ02,Φ∗)=L−1(U11+U12,−(U01+U02)). |
This identifies
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
![]() |
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 |