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HAL Id: hal-00141973

https://hal.archives-ouvertes.fr/hal-00141973

Preprint submitted on 17 Apr 2007

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Navier-Stokes equations with periodic boundary conditions and pressure loss

Chérif Amrouche, Macaire Batchi, Jean Batina

To cite this version:

Chérif Amrouche, Macaire Batchi, Jean Batina. Navier-Stokes equations with periodic boundary conditions and pressure loss. 2007. �hal-00141973�

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hal-00141973, version 1 - 17 Apr 2007

Navier-Stokes equations with periodic boundary conditions and pressure loss

Ch´erif Amrouche

a

, Macaire Batchi

a,b

, Jean Batina

b

.

aLaboratoire de Math´ematiques Appliqu´ees, CNRS UMR 5142

bLaboratoire de Thermique Energ´etique et Proc´ed´es

Universit´e de Pau et des Pays de l’Adour

Avenue de l’Universit´e 64000 Pau, France

Abstract

We present in this note the existence and uniqueness results for the Stokes and Navier-Stokes equations which model the laminar flow of an incompressible fluid inside a two-dimensional channel of periodic sections. The data of the pressure loss coefficient enables us to establish a relation on the pressure and to thus formulate an equivalent problem.

Keywords: Navier-Stokes equations, incompressible fluid, bidimensional chan- nel, periodic boundary conditions, pressure loss.

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1 Introduction

The problem which one proposes to study here is that modelling a laminar flow inside a two-dimensional plane channel with periodic section. Let Ω be an open bounded connected lipschtzian of R2 (see figure hereafter), where Γ0 ={0} ×]−1,1[ and Γ1 ={1} ×]−1,1[.

One defines the space

V =nv ∈H1(Ω) ; div v = 0,v =0 on Γ2, v|Γ0 =v|Γ1

o

and for λ∈R given, one considers the problem

(S)

Findu ∈V, such that

∀v ∈ V,

Z

∇u.∇v dx=λ

Z +1

−1 v1(1, y) dy.

y

x

Γ

Γ Γ

Γ

0 1

2

2

Figure 1. Geometry of channel

2 Resolution of the problem (S)

Initially one proposes to study the problem (P). One has it

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Theorem 2.1 Problem (S) has an unique solution u ∈V. Moreover, there is a constant C(Ω)>0 such that:

kukH1(Ω) ≤λC(Ω). (1)

Proof: Let us note initially that space V provided the norm H1(Ω)2 being a closed subspace of H1(Ω)2 is thus an Hilbert space. Let us set

a(u,v) =

Z

∇u.∇v dx, l(v) =λ

Z +1

−1 v1(1, y) dy.

It is clear, thanks to the Poincar´e inequality, that the bilinear continuous form isV-coercive. It is easy to also see thatl ∈V.One deduces from Lax-Milgram Theorem the existence and uniqueness of u solution of (S). Moreover,

Z

|∇u|2dx≤λ√ 2

Z +1

−1 |u1(1, y)|2dy

1/2

,

i.e.

k∇uk2L2(Ω) ≤λ√

2kukL2(Γ) ≤λ√

2kukH1/2(Γ)

≤λC1(Ω)kukH1(Ω)

Thus there is the estimate (1).

We now will give an interpretation of the problem (S). One introduces the space

V =nv ∈ D(Ω)2; div v = 0o. Letu be the solution of (S). Then, for allv ∈ V, one has :

h−∆u, viD(Ω)×D(Ω) = 0.

So that thanks to De Rham Theorem, there exists p∈ D(Ω) such that

−∆u+∇p= 0 in Ω. (2)

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Moreover, since ∇p∈H−1(Ω)2,it is known that there exists q∈L2(Ω) such that (see [1])

∇q=∇p in Ω. (3)

The open Ω being connected, there exists C ∈ R such that p = q+C, what means that p∈L2(Ω). Let us recall that (see [1])

KinfRkp+KkL2(Ω) ≤Ck∇pkH1(Ω)2.

One deduces from the estimate (1) and from (2) that

KinfRkp+KkL2(Ω)≤Ck∆ukH1(Ω)2 ≤CkukH1(Ω)2 ≤λC (Ω).

Sinceu∈H1(Ω)2and 0=−∆u+∇p∈L2(Ω)2,it is shown that −∂u

∂n+pn

∈ H−1/2(Γ)2 and one has the Green formula: for all v ∈ V

Z

(−△u+∇p).v dx=

Z

∇u.∇v dx+

*

−∂u

∂n +pn, v

+

, (4)

where the bracket represents the duality productH−1/2(Γ)×H1/2(Γ).More- over, as p ∈ L2(Ω) and △p = 0 in Ω, one has p ∈ H−1/2(Γ). Consequently, one has therefore ∂u

∂n ∈H−1/2(Γ)2.The function ubeing solution of (S), for allv ∈ V one has:

*∂u

∂n −pn,v

+

Z +1

−1 v1(1, y) dy, (5)

i.e.

*∂u

∂x −pe1,v

+

Γ1

+

*

−∂u

∂x +pe1,v

+

Γ0

=hλe1,viΓ1. (6) where e1 = (1,0).

i) Let µ∈H001/21) and let us set

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µ2 =

µon Γ0∪Γ1 0 on Γ2

and µ=

0 µ2

where (see [2])

H001/21) =nϕ∈L21); ∃v ∈H1(Ω), with v|Γ2=0, v|Γ0∪Γ1 = ϕo. It is checked easily that

µ∈ H1/2(Γ)2 and

Z

Γµ.n dσ = 0.

So that there exists v ∈ H1(Ω)2 satisfying (see [3])

div v = 0 in Ω and v=µ on Γ.

In particular v ∈ V and according to (6), one has

*∂u2

∂x , µ

+

Γ1

=

*∂u2

∂x , µ

+

Γ0

, which means that

∂u2

∂x |Γ1 = ∂u2

∂x |Γ0 . (7)

One deduces now from (6) that for all v ∈ V,

*∂u1

∂x −p, v1

+

Γ1

+

*

−∂u1

∂x +p, v1

+

Γ0

=hλ, v1iΓ1. (8) But, divu = 0 and u2|Γ1 =u2 |Γ0, one thus has

∂u2

∂y |Γ1 = ∂u2

∂y |Γ0 and ∂u1

∂x |Γ1 = ∂u1

∂x |Γ0 . (9)

Consequently, thanks to (8) one has:

h−p, v1iΓ1 +hp, v1iΓ0 =hλ, v1iΓ1 (10)

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ii) Let ν ∈H001/21) and let us set

ν1 =

ν on Γ0∪Γ1

0 on Γ2

and ν =

ν1

0

.

One easily checks that

ν ∈ H1/2(Γ)2 and

Z

Γν.ndσ = 0.

So that there exists v ∈ H1(Ω)2 satisfying

div v = 0 in Ω and v =ν on Γ.

In particular v ∈ V and according to (14), one has h−p, νiΓ1 +hp, νiΓ0 =hλ, νiΓ1

i.e.

p1 =p0 −λ (11)

where the equality takes place with theH1/2 sense. In short, ifu∈H1(Ω)2 is solution of (S),then there existsp∈L2(Ω),unique with an additive constant such that:

−∆u+∇p=0 in Ω, (12)

div u= 0 in Ω, (13)

u =0 on Γ2, u|Γ1 =u|Γ0, (14)

∂u

∂x|Γ1 = ∂u

∂x |Γ0, (15)

p1 =p0 −λ. (16)

It is clear that if (u, p)∈H1(Ω)2×L2(Ω) checks (12)-(16), then uis solution

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of (S). Thus it

Theorem 2.2 The problem (12)-(16) has an unique solution(u, p)∈H1(Ω)2× L2(Ω) up to an additive constant for p. Moreover, u verifies (S) and

kukH1(Ω)+kpkL2(Ω)/R≤λC(Ω).

Remark 1 The pressure verifies the relation (16), which means thatpsatisfies the relation of Patankar et al.[5].

3 Navier-Stokes Equations

One takes again the assumptions of the Stokes problem given above. Forλ∈R given, the one considers the following problem

(N S)

Find u∈V, such that

∀v ∈V,

Z

∇u.∇v dx+b(u, u, v) =λ

Z +1

−1 v1(1, y) dy with

b(u, v, w) =

Z

(u.∇)v.w dx

With an aim of establishing the existence of the solutions of the problem (N S), one uses the Brouwer fixed point theorem (see [4], [6]). One will show it

Theorem 3.1 The problem(N S)has at least a solution u ∈ V. Moreover,u checks the estimate (1).

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Proof: To show the existence ofu, one constructs the approximate solutions of the problem (N S) by the Galerkin method and then thanks to the arguments of compactness, one makes a passage to the limit.

i) For each fixed integer m ≥ 1, one defines an approximate solution um of (N S) by

um =

m

X

i=1

gimwi, with gim∈R

((um,wi)) +b(um,um, wi) =hλn, wiiΓ1, i= 1, ..., m

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whereVm =hw1, ...,wmivector spaces spanned by the vectorsw1, ...,wmand {wi} is an Hilbertian basis of V which is separable. Let us note that (17) is equivalent to:

∀v ∈ Vm, ((um,v)) +b(um, um, v) = λ

Z +1

−1 v1(1, y) dy. (18) With an aim to establish the existence of the solutions of the problemum,the operator as follows is considered

Pm : Vm → Vm

u 7−→ Pm(u) defined by

∀u, v ∈ Vm, ((Pm(u),v)) = ((u,v)) +b(u, u, v)−λ

Z +1

−1 v1(1, y) dy.

Let us note initially that Pm is continuous and

∀u ∈ V, b(u,u,u) = 0.

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Indeed, thanks to the Green formula, one has

b(u, u, u) =−12

Z

|u|2div u dx+1 2

Z

Γ(u.n) |u|2dσ = 0.

But, divu = 0 in Ω and

Z

Γ (u.n)|u|2dσ=

Z

Γ0

(u.n)|u|2dσ+

Z

Γ1

(u.n)|u|2dσ.

since the external normal to Γ0 is opposed to that of Γ1 and u ∈ V. Thanks to Brouwer Theorem, there exists um satisfying (18) and

kumkH1(Ω) ≤λC(Ω). (19)

ii) We can extract a subsequence uν such that

uν ⇀u weakly in V,

and thanks to the compact imbedding of V in L2(Ω)2, we obtain

∀v ∈ V , ((u,v)) +b(u, u, v) = λ

Z +1

−1 v1(1, y) dy.

As for the Stokes problem, one shows the existence of p ∈ L2(Ω), unique except for an additive constant, such that

−∆u+ (u.∇)u+∇p=0 in Ω,

div u= 0 in Ω,

u =0 on Γ2,

u|Γ1 =u|Γ0 .

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It is checked finally that

∂u

∂x|Γ1 = ∂u

∂x |Γ0 , p1 =p0 −λ.

Remark 2 i) Theorem 3.1 of problem (N S) takes place in three dimension.

ii) One can show that the solution (u, p)belongs to H2(Ω)2 ×H1(Ω).

References

[1] C. Amrouche et V. Girault, Decomposition of vector spaces and application to the Stokes problem in arbitrary dimension, Czecholovak Mathematical Journal, 44 (119), Praha, pp.109-139, (1994).

[2] R. Dautray et J. L. Lions,Analyse math´ematique et calcul num´erique pour les sciences et les techniques,tome 1-6, Masson, 1984.

[3] V. Girault and P. A. Raviart, Finite Element Methods for Navier-Stokes Equations, Springer Series SCM, 1986.

[4] J. L. Lions, Quelques m´ethodes de r´esolution des probl`emes aux limites non- lin´eaires, Gauthier-Villars, 1969.

[5] S. V. Patankar, C. H. Liu and E. M. Sparrow, Fully developed flow and heat transfer in ducts having streamwise-periodic variations of cross sectional area, J. Heat Transfer,99, pp.180-186, (1977).

[6] R. Temam, Navier-Stokes Equations.Theory and Analysis, North-Holland, Amsterdam, 1985.

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