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CELLS USING SULFURETTED HYDROGEN

ANCA C ˘AP ˘AT¸ˆIN ˘A, HORIA ENE, GELU PAS¸A, DAN POLISEVSCHI and RUXANDRA STAVRE

In this paper we present a mathematical model of the combustion gas behav- ior, that is the sulphuretted hydrogen, during the passage through the Proton Exchange Membrane (P.E.M.) fuel cell. The anode is represented by a three di- mensional porous medium, formed by a system of thin channels which cross a solid parallelepiped. The main mathematical contribution is the proof of the existence of a weak solution of the model problem.

AMS 2000 Subject Classification: 76S05, 80A20, 76R50.

Key words: PEM fuel cell, sulphuretted hydrogen, variational formulation, weak solution

1. INTRODUCTION

In order to model the process we use the Boussinesq approximation of the Darcy law, the heat equation, the diffusion equation and the boundary conditions which describe the absorption and the emission of hydrogen on the different parts of the anode surface. More discussions regarding the basic equations that we use here can be found in [1], [2], [4], [5], [7] and [10].

The characteristic feature of the present study is that by considering the nonlinear terms in the heat and diffusion equations we try to describe more realistically the influence of the gas absorbed by the anode. This is a refinement with respect to other papers which studied similar phenomena (see [3], [6] and [8]).

We find the variational formulation of the model problem. The main contribution of this paper is the proof of the existence of a weak solution, based on a generalization of the Gossez’ theorem, which can be found in [9].

We study the miscible displacement of the sulphuretted hydrogen by the electrolyte, considered as incompressible fluids, in the anode of the PEM fuel cell, considered as a porous medium placed in the parallelepiped Ω = (0, l)×(0, a)×(0, b).

The absorption of the sulphuretted hydrogen takes place through Σ1, the lateral surface of the anode; then, during the oxidation process it is dissociated

MATH. REPORTS11(61),1 (2009), 1–10

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in ions and electrons. We denote by Σ2 the part of the boundary where the migration of the ions into the free electrolyte of the PEM fuel cell takes place.

The rest of the boundary of the anode is denoted by Γ.

The unknowns are~u, S, pandB; they stand for the velocity, the temper- ature and pressure of the hydrogen-electrolyte mixture and for the concentra- tion of the hydrogen in the mixture, respectively.

The heat and mass transport are due to a thermal and diffusive flow, for which we adopt the Fick law, denoting by −D1∂x∂S

i and −D2∂x∂B

i the thermal and diffusive fluxes,D1 andD2 standing for the thermal conductivity and the molecular diffusivity.

The process is governed by the system below. It consists of the Darcy law, the continuity equation, the diffusion equation of the gas and the heat equation:

(1)









div~u= 0 in Ω,

K~u=−∇p+ (1−αB−βS)f~ in Ω, div(S~u−D1∇S) =Q in Ω, div(B~u−D2∇B) = 0 in Ω.

Here, f~ denotes a molecular attraction force,K is the permeability tensor of our porous medium, Q is the radiant source, while α > 0 and β > 0 stand for the volumetric coefficients of diffusive and respectively, thermal expansion, specific to the so-called Boussinesq approximation of the Darcy law. With a slightly loss of generality we considerKij =−µkmδij, wherekis the permeabil- ity of the medium, µm the viscosity of the mixture and δij is the Kronecker symbol in R3.

The temperature and the concentration are given on Σ1 and Σ2. As the channels that cross the anode do not touch Γ, the normal velocity, the diffusive flow and the heat flux are zero on that part of the boundary. The pressure is imposed on the transfer surfaces Σi. Thus, the corresponding boundary conditions are

(2)

























B =Bi on Σi, S=Si on Σi,

p=p0 on Σ = Σ1∪Σ2,

~

u·~n= 0 on Γ,

∂B

∂n = 0 on Γ,

∂S

∂n = 0 on Γ,

where Bi and Si are the traces of some smooth functions defined in Ω.

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2. THE VARIATIONAL FORMULATION

In order to obtain a simplified variational formulation of the problem, we introduce new functions that satisfy homogeneous boundary conditions.

LetC0 andT0 be two regular functions in Ω such that T0 =Si,C0=Bi on Σi, ∂T∂n0 = 0, ∂C∂n0 = 0 on Γ (T0 =S1+ (S2−S1)xl1, C0=B1+ (B2−B1)xl1, ifS1,S2, respectively,B1,B2 are constants). Define the functions

(3)

T =S−T0, C =B−C0.

It is obvious that the pair (~u, S, B) verifies system (1) and the boundary conditions (2) iff the pair (~u, T, C) verifies the system

(4)









































 µm

k ~u=−∇p+ [(1−αC0−βT0)−αC−βT]f~ in Ω,

div~u= 0 in Ω,

div(T ~u−D1∇T) +~u∇T0 =Q1 in Ω, div(C~u−D2∇C) +~u∇C0= 0 in Ω,

T = 0 on Σ,

C= 0 on Σ,

p=p0 on Σ,

~

u·~n= 0 on Γ,

∂T

∂n = 0 on Γ,

∂C

∂n = 0 on Γ,

where Q1=Q+S2−Sl 1.

In the sequel we shall rewrite system (4) in dimensionless variables for obtaining better coefficients in variational formulation. Let L be a character- istic length, U a characteristic velocity, P = µkmU L a characteristic pressure, γ a characteristic concentration and τ a characteristic temperature. Consider the dimensionless variables

(5)





x0 = x

L, ~u0 = ~u

U, p0= p

P, C0 = C

γ, T0 = T τ, f~0 =

f~ kf~k(L(Ω))3

, C00 = C0

γ , T00 = T0

τ . By using (5) in (4)1 one obtains

~

u0 =−∇p0k+ kf

µU[(1−αγC00 −βτ T00)−αγC0−βτ T0]f~0, where f =kfk~ (L(Ω))3.

(4)

Analogously, equations (4)3 and (4)4 can be written as div0

T0~u0− D1

LU ∇0T0

+~u0· ∇0T00=Q01, div0

C0~u0− D2

LU ∇0C0

+~u0· ∇0C00= 0, where Q01= QθU1L. By denoting

(6)

















a(x) = kf

µU(1−αγC00 −βτ T00) α1= kf

µUαγ β1 = kf

µUβτ

and omitting the symbol 0, we obtain the system

(7)

































~u =−∇p+ (a(x)−α1C−β1T)f~in Ω, div~u= 0 in Ω,

div

T ~u− D1 LU ∇T

+~u· ∇T0 =Q1 in Ω, div

C~u− D2 LU ∇C

+~u· ∇C0 = 0 in Ω, T = 0 on Σ, C = 0 on Σ, p=p0 on Σ,

~u·~n= 0 on Γ, ∂T

∂n = 0 on Γ, ∂C

∂n = 0 on Γ.

For obtaining a weak formulation of problem (6) we introduce the spaces of functions X=X1×X2×X3 and Y=Y1×Y2×Y3,where

X1 ={~v∈[L2(Ω)]3; div ~v= 0, ~v·~n= 0 on Γ}, X2 =X3 ={θ∈H1(Ω); θ= 0 on Σ}, Y1 =X1,

Y2=Y3={θ∈W1,4(Ω);θ= 0 on Σ}.

By multiplying equations (7)1, (7)3, (7)4 with test functions fromY and taking into account condition (7)2 and the boundary conditions (7)5–(7)10, we obtain

Z

~

u·~vdx=−hγν~v, p0i

H12(Σ)×H12(Σ)+ (8)

+ Z

(a(x)−α1C−β1T)f~·~vdx= 0, ∀~v∈Y1,

(5)

D1

LU Z

∇T · ∇θdx− Z

T ~u· ∇θdx+

(9)

+ Z

θ~u· ∇T0dx= Z

Q1θdx, ∀θ∈Y2, D2

LU Z

∇C· ∇ϕdx− Z

C~u· ∇ϕdx+ Z

ϕ~u· ∇C0dx= 0, ∀ϕ∈Y3. (10)

For, η, λ >0 arbitrarily chosen, we define the operator hG(~u, T, C),(~v, θ, ϕ)i=

Z

~

u·~vdx+hγν~v, p0i

H12(Σ)×H12(Σ)− (11)

− Z

((a(x)−α1C−β1T)f~·~vdx+ηD1 LU

Z

∇T · ∇θdx−

−η Z

T ~u· ∇θdx+η Z

θ~u· ∇T0dx−η Z

Q1θdx+

+λD2 LU

Z

∇C· ∇ϕdx−λ Z

C~u· ∇ϕdx+λ Z

ϕ~u· ∇C0dx.

The variational formulation of problem (7) is (12)

Find (~u, T, C)∈X such that

hG(~u, T, C),(~v, θ, ϕ)iY0×Y = 0∀(~v, θ, ϕ)∈Y.

Indeed, we have the following result.

Theorem 1. If(u, T, C)is a solution of(12), then there existsp∈ D0(Ω) such that (u, p, T, C) is a weak solution of (7).

Proof. By takingθ=ϕ= 0 in (12), we obtain Z

~

u·~vdx+hγν~v, p0i

H12(Σ)×H12(Σ)− (13)

− Z

(a(x)−α1C−β1T)f~·~vdx= 0, ∀~v∈Y1, which implies

Z

[~u−(a(x)−α1C−β1T)f~]·~vdx= 0, ∀~v∈ {w~ ∈(D(Ω))3/ divw~ = 0}.

Hence, by applying De Rham’s theorem (see [11]), there follows the existence of an element p1∈ D0(Ω) such that

(14) ~u−(a(x)−α1C−β1T)f~=−∇p1 in (D0(Ω))3.

Moreover, since (~u, T, C) ∈X, this relation implies ∇p1 ∈ (L2(Ω))3. It then follows that (see [11]) p1 ∈ H1(Ω), hence γ0p1 ∈ H12(∂Ω). By multiplying

(6)

relation (14) by~v∈X1, we obtain (15)

Z

~

u·~vdx− Z

(a(x)−α1C−β1T)f~·~vdx=−hγν~v, γ0p1i

H12(Σ)×H12(Σ). Relations (13) and (15) yield

ν~v, γ0p1−p0i

H12(Σ)×H12(Σ)= 0, ∀~v∈X1,

so γ0p1−p0 =ct. on Σ. It is obvious that p=p1−ctis the solution to (7)1 and (7)7.

Now, by taking~v=~0 and ϕ= 0 in (12), we obtain D1

LU Z

∇T · ∇θdx− Z

T ~u· ∇θdx+ Z

θ~u· ∇T0dx−

(16)

− Z

Q1θdx= 0, ∀θ∈ D(Ω), thus

(17) div

T ~u− D1

LU ∇T

+~u· ∇T0 =Q1 inD0(Ω),

which is (7)3. Multiplying (17) byθ∈Y2 and integrating on Ω, we get D1

LU Z

∇T · ∇θdx− Z

T ~u· ∇θdx+ Z

θ~u· ∇T0dx+

(18)

+D

γν~u− D1

LU

∂T

∂n, θE

H12(Γ)×H12(Γ) = Z

Q1θdx.

Recalling that~u∈X1, relations (16) and (18) imply ∂T∂n = 0 inH12(Γ) so we get condition (7)9.

Similarly, to obtain the equation in concentration we take~v =~0,θ = 0 in (12) and get

(19) D2 LU

Z

∇C· ∇ϕdx− Z

C~u· ∇ϕdx+ Z

ϕ~u· ∇C0dx= 0, ∀ϕ∈ D(Ω), that is, relation (7)4.

Relations (7)2, (7)5, (7)6, (7)8 follow from the definitions of the spaces X1,X2,X3. Relation (7)10 follows similarly to (7)9.

3. THE EXISTENCE OF THE WEAK SOLUTION

From the previous theorem we deduce that the existence of a weak so- lution for problem (7) is a consequence of the existence of a solution to the variational problem (12).

(7)

Theorem 2. In the adimensional relations (5) one can choose L such that problem (12) has at least one solution.

Proof. We shall prove that the operator G defined by (11) satisfies the hypothesis of the following generalization of Gossez’ theorem (see [9]):

Theorem 3. Let Y be a separated locally convex space, continuously embedded in the reflexive Banach space X, and let G : X 7→ Y (the dual of Y) with the properties

a) G is weakly continuous, that is, continuous between the weak topolo- gies;

b) G is coercive, that is, (∃)r > 0 such that hG(y), yi ≥ 0, (∀)y ∈ Y, kykX =r.

Then(∃)x0∈Br={x∈X | kxkX ≤r} such that Gx0 = 0.

First we prove thatG is weakly continuous.

Let{(~un, Tn, Cn)}n be a weakly convergent sequence inXto an element (~u1, T1, C1) ∈ X. We shall prove that {G(~un, Tn, Cn)}n is weakly convergent toG(~u1, T1, C1) in Y, that is,

n→∞limhy∗∗, G(~un, Tn, Cn)iY∗∗×Y =hy∗∗, G(~u1, T1, C1)iY∗∗×Y, ∀y∗∗∈Y∗∗, or, equivalently, because the space Y is reflexive,

n→∞limhG(~un, Tn, Cn),(~v, θ, ϕ)iY×Y =hG(~u1, T1, C1),(~v, θ, ϕ)iY∗∗×Y

∀(~v, θ, ϕ)∈Y. We have

hG(~un, Tn, Cn),(~v, θ, ϕ)iY×Y = Z

~

un·~vdx+hγν~v, p0i

H12(Σ)×H12(Σ)

− Z

((a(x)−α1Cn−β1Tn)f~·~vdx+ηD1 LU

Z

∇Tn· ∇θdx−

−η Z

Tn~un· ∇θdx+η Z

θ~un· ∇T0dx−η Z

Q1θdx+

+λD2

LU Z

∇Cn∇ϕdx−λ Z

Cn~un· ∇ϕdx+λ Z

ϕ~un· ∇C0dx.

It follows from the weak convergence of the sequence{(~un, Tn, Cn)}nthat the only terms which may produce difficulties are

Z

Tn~un· ∇θdx and Z

Cn~un· ∇ϕdx.

Their convergence is obtained by taking into account that ~unn→∞−→ ~u1 weakly in (L2(Ω))3,Tnn→∞−→ T1 strongly in L4(Ω) (respectivelyCn n→∞−→ C1 strongly in L4(Ω)), and ∇θ (respectively ∇ϕ) ∈(L4(Ω))3. Consequently, the operator G is weakly continuous.

(8)

In order to verify the coercivity condition (b) from Theorem 3, let (~v, θ, ϕ)

∈Y withk(~v, θ, ϕ)kX =r, where

k(~v, θ, ϕ)k2X=k~vk2(L2(Ω))3+k∇θk2(L2(Ω))3+k∇ϕk2(L2(Ω))3

We have

(20)





































hG(~v, θ, ϕ),(~v, θ, ϕ)iY×Y = Z

~

v2dx+α1

Z

ϕ ~f ·~vdx+

+hγν~v, p0i

H12(Σ)×H12(Σ)− Z

a(x)f~·~vdx+

1 Z

θ ~f·~vdx+ηD1 LU

Z

|∇θ|2dx−η Z

θ~v· ∇θdx+

+η Z

θ~v· ∇T0dx−η Z

Q1θdx+λD2 LU

Z

|∇ϕ|2dx−

−λ Z

ϕ~v· ∇ϕdx+λ Z

ϕ~v· ∇C0dx.

Let us examine the terms of (20). We have

• −η Z

θ~v· ∇θdx=−η 2 Z

~v· ∇(θ2) dx=−η

2hγν~v, γ0θ2i

H12(Σ)×H12(Σ)= 0;

• −λ Z

ϕ~v·∇ϕdx=−λ 2 Z

~v·∇(ϕ2) dx=−λ

2hγν~v, γ0ϕ2i

H12(Σ)×H12(Σ)= 0;

• α1 Z

ϕ ~f·~vdx≥ −α1kϕkL2(Ω)k~vk(L2(Ω))3

−α1a0k∇ϕk(L2(Ω))3k~vk(L2(Ω))3;

• β1 Z

θ ~f ·~vdx≥ −β1kθkL2(Ω)k~vk(L2(Ω))3

−β1a0k∇θk(L2(Ω))3k~vk(L2(Ω))3,

where one takes into account that kf~k(L(Ω))3 = 1, and a0 is the constant which appears in the inequalitykφkL2(Ω)≤a0k∇φk(L2(Ω))3 ∀φ∈H1(Ω),φ= 0 on Γ,

• η Z

θ~v· ∇T0dx≥ −ηkθkL4(Ω)k~vk(L2(Ω))3k∇T0k(L4(Ω))3

−ηa1k∇θk(L2(Ω))3k~vk(L2(Ω))3k∇T0k(L4(Ω))3;

• λ Z

ϕ~v· ∇C0dx≥ −λa1k∇ϕk(L2(Ω))3k~vk(L2(Ω))3k∇C0k(L4(Ω))3;

• hγν~v, p0i

H12(Σ)×H12(Σ)≥ −a2kp0k

H12(Σ)k~vkX1 =

(9)

−a2kp0k

H12(Σ)k~vk(L2(Ω))3;

• −η Z

Q1θdx≥ −ηa0kQ1kL2(Ω))k∇θk(L2(Ω))3. By using these estimates in (20), we get

hG(~v, θ, ϕ),(~v, θ, ϕ)iY×Y ≥A1+A2, where

A1=

2k~vk2(L2(Ω))3 + ηD1

2LUk∇θk2(L2(Ω))3 + ηD1

2LUk∇ϕk2(L2(Ω))3

−a2kp0k

H12(Σ)k~vk(L2(Ω))3 −ηa0kQ1kL2(Ω))k∇θk(L2(Ω))3, A2=

2k~vk2(L2(Ω))3 + ηD1

2LUk∇θk2(L2(Ω))3 + λD2

2LUk∇ϕk2(L2(Ω))3

−(β1a0+ηa1k∇T0k(L4(Ω))3)k∇θk(L2(Ω))3k~vk(L2(Ω))3

−(α1a0+λa1k∇C0k(L4(Ω))3)k∇ϕk(L2(Ω))3k~vk(L2(Ω))3. Then

A1≥m(k~vk2(L2(Ω))3 +k∇θk2(L2(Ω))3+k∇ϕk2(L2(Ω))3)−

−M(k~vk(L2(Ω))3 +k∇θk(L2(Ω))3 +k∇ϕk(L2(Ω))3)≥r(mr−M

√ 3), where

m= min n

2, ηD1

2LU, ηD2

2LU o

, M = max

n

a2kp0k

H12(Σ), ηa0kQ1kL2(Ω)), λD2

LUk∇C0k(L4(Ω))3

o . By choosingr(, η, λ, L, U) = M

3

m , we have A1 ≥0, (∀), η, λ > 0 and (∀)r≥r(, η, λ, L, U).

Next, to prove that the termA2 is positive, let us we remark that it can be rewritten as

A2=h

4k~vk2(L2(Ω))3−(β1a0+ηa1k∇T0k(L4(Ω))3)k∇θk(L2(Ω))3k~vk(L2(Ω))3+ +ηD1

2LUk∇θk2(L2(Ω))3

i +

h

4k~vk2(L2(Ω))3

−(α1a0+λk∇C0k(L4(Ω))3)k∇ϕk(L2(Ω))3k~vk(L2(Ω))3 + ηD2

2LUk∇ϕk2(L2(Ω))3

i . Hence, by choosing =η =λ= 1 and

L≤min

n D1

U(β1a0+ηa1k∇T0k(L4(Ω))3)2 , D2

1a0+λk∇C0k(L4(Ω))3)2 o

,

(10)

one can see that A2≥0, (∀)U >0, (∀)r >0.

Consequently, for = η = λ = 1 and for (∀)U > 0, (∃)L > 0 and (∃)r >0 such that

hG(~v, θ, ϕ),(~v, θ, ϕ)iY×Y ≥0, ∀(~v, θ, ϕ)∈Y, k(~v, θ, ϕ)kX=r, which complete the proof.

Acknowledgements. This work was done with the support of GRANT CEx 320/2006.

REFERENCES

[1] M.B. Allen, Collocation Techniques for Modelling Compositional Flows in Oil Reser- voirs. Springer-Verlag, Berlin, 1984.

[2] M.B. Allen III, G.A. Behie and J.A. Trangenstein,Multiphase Flow in Porous Media.

Mechanics, Mathematics and Numerics, Lecture Notes in Engineering 34. Springer- Verlag, Berlin, 1988.

[3] A. Bourgeat and A. Mikeli´c, Homogenization of two-phase immiscible flows in a one- dimensional porous medium. Asymptotic Anal.9(1994), 359–380.

[4] G. Chavent, A new formulation of diphasic incompressible flows in porous media. In:

Lecture Notes in Math.503, pp. 258–270. Springer-Verlag, Berlin, 1976.

[5] G. Chavent, About the identification and modeling of miscible or immscible displace- ment in porous media. In: Lecture Notes in Control and Informat. Sci.1, pp. 196–220.

Springer-Verlag, Berlin, 1978.

[6] G. Chavent, Un th´eor`eme d’existence dans une in´equation variationnelle parabolique eg´en´er´ee mod´elisant le d´eplacement d’un fluide par un autre nonmiscible. Research Report 260(1979), INRIA, Paris, 50 pp.

[7] G. Chavent and J. Jaffr´e,Mathematic Models and Finite Elements for Reservoirs Simu- lation. North Holland, Amsterdam, 1986.

[8] C.F. Curtiss and R.B. Bird, Multicomponent diffusion. Ind. Engrg. Chem. Res. 38 (1999), 36–53.

[9] H.I. Ene and D. Poliˇsevski,Thermal Flows in Porous Media. Reidel, Dordrecht, 1987.

[10] C.-M. Marle,Multiphase Flow in Porous Media. Technip, Paris, 1981.

[11] R. Temam, Navier-Stokes Equations. Theory and Numerical Analysis. North-Holland, Amsterdam, 1977.

Received 28 January 2008 Romanian Academy

“Simion Stoilow” Institute of Mathematics Calea Grivitei 21

010702 Bucharest, Romania Anca.Capatina@imar.ro

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Detecting data races in a program that uses guard statements for atomicity is not, then, immediately reducible to the problem of detecting data races in

For a given screening rate, the decline in chlamydia prevalence after 5 years is more pronounced in a model with instantaneous partnerships in which reinfection cannot occur

Le produit est lancé sur le marché. Il est donc logique d’utiliser ce type de développement uniquement lorsque le problème et la solution sont connus, de façon à être sûr