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HAL Id: hal-00308838

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Submitted on 1 Aug 2008

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algorithms for the drift-flux model

Laura Gastaldo, Raphaele Herbin, Jean-Claude Latché

To cite this version:

Laura Gastaldo, Raphaele Herbin, Jean-Claude Latché. A discretization of phase mass balance in

fractional step algorithms for the drift-flux model. IMA Journal of Applied Mathematics, Oxford

University Press (OUP), 2011, 31 (1), pp.116-146. �hal-00308838�

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doi: 10.1093/imanum/dri017

A discretization of phases mass balance in fractional step algorithms for the drift-flux model

L

AURA

G

ASTALDO1

, R

APHAELE

` H

ERBIN2

, J

EAN

-C

LAUDE

L

ATCHE

´

1 1

Institut de Radioprotection et de Sˆuret´e Nucl´eaire (IRSN).

BP3 - 13115 S

t

Paul-lez-Durance cedex, France.

email: [laura.gastaldo, jean-claude.latche]@irsn.fr

2

Universit´e de Provence.

CMI, 39 rue Fr´ed´eric Joliot-Curie, 13453 Marseille cedex 13, France.

email: [email protected]

[Received on xx October 2007]

We address in this paper a parabolic equation used to model the phases mass balance in two-phase flows, which differs from the mass balance for chemical species in compressible multi-component flows by the addition of a non-linear term of the form ∇ · ρφ(y) u

r

, where y is the unknown mass fraction, ρ stands for the density, φ(·) is a regular function such that φ(0) = φ(1) = 0 and u

r

is a (non-necessarily diver- gence free) velocity field. We propose a finite-volume scheme for the numerical approximation of this equation, with a discretization of the non-linear term based on monotone flux functions [13]. Under the classical assumption [18] that the discretization of the convection operator must be such that it vanishes for constant y, we prove the existence and uniqueness of the solution, together with the fact that it remains within its physical bounds, i.e. within the interval [0, 1]. Then this scheme is combined with a pressure correction method to obtain a semi-implicit fractional-step scheme for the so-called drift-flux model. To satisfy the above-mentioned assumption, a specific time-stepping algorithm with particular approxima- tions for the density terms is developed. Numerical tests are performed to assess the convergence and stability properties of this scheme.

Keywords: Two-phase flows, drift-flux model, finite volume methods, monotone schemes

1. Introduction

This paper adresses a class of physical problems which can be set under the form of the Navier-Stokes equations, supplemented by the balance equation of an independent unknown field y:

t

ρ + ∇ · (ρ u) = 0, (1.1a)

t

u) + ∇ · (ρu ⊗u) + ∇p − ∇ · τ = f , (1.1b)

t

(∂ ρ y) + ∇ · (ρ y u) + ∇ · (ρ φ (y) u

r

) = ∇ · (D ∇y), (1.1c)

ρ = η(p,y), (1.1d)

where t stands for the time, u for the fluid velocity, p for the pressure, ρ for the fluid density. The tensor τ is the viscous part of the stress tensor, given by the following expression:

τ = µ ( ∇u + ∇

t

u) − 2

3 µ ( ∇ · u) I, (1.2)

IMA Journal of Numerical Analysis cInstitute of Mathematics and its Applications 2005; all rights reserved.

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where µ is the fluid viscosity and I stands for the identity tensor. For a constant viscosity, this relation yields:

∇ · τ = µ

u + 1 3 ∇∇ · u

. (1.3)

and, in this case, this term is coercive. The function η, which gives the density as an explicit function of y and the pressure, is obtained from the equation of state of the considered fluid. The nonlinear function φ is such that φ ∈ C

1

([0, 1], R) and φ(0) = φ (1) = 0; for physical reasons, y is supposed to satisfy 0 6 y 6 1, so that φ (·) can be extended by continuity to R \ [0,1] by 0 without altering the model. The volumic diffusion coefficient D and the velocity field u

r

are known quantities. The problem is posed over an open polygonal bounded connected subset Ω of R

d

, d 6 3, and over a finite time interval (0, T ).

It must be supplemented by suitable boundary conditions, and initial conditions for ρ, u and y. In the sequel, we assume that fL

2

(Ω ).

Several physical problems enter this framework. For instance, taking for y the gas mass fraction, and for ρ the mixture density of dispersed two-phase flows yields the so-called drift-flux model, in the isothermal case. In this case, u

r

is the relative velocity between the two phases and φ is given by φ (y) = y(1y). Dispersed two-phase flows and, in particular, bubbly flows are widely encountered in industrial applications; one may think, in particular, about bubble columns and airlift reactors, where the agitation due the gaseous phase is used to promote the contact and consequently the chemical reactions between chemical species in the flow. They are also of wide concern in the framework of nuclear safety studies, either for the modelling of boiling of water in the primary coolant circuit in case of an accidental depressurization or for the simulation of the late phases of a core-melt accident, when the flow of molten core and vessel structures comes to chemically interact with the concrete of the containment floor. This is the context of the present work.

When designing a numerical scheme for the solution of system (1.1), one faces at least two dif- ficulties. First, the unknown y is expected, from both physical and mathematical reasons, to remain in the interval [0, 1]. Similarly, the unknown ρ should remain positive at all times. This suggests to build a numerical scheme which reproduces these features at the discrete level. This is performed by discretizing the mass balance equation (1.1a) with an upwind finite volume scheme and combining a monotone flux approach [13, section 21] for the term ∇ · (ρ φ (y)u

r

) in the advection diffusion equation (1.1c) with the argument introduced by Larrouturou [18]: the discrete counterpart of the advection oper- ator ∂ ρ y/∂ t + ∇ · (ρ y u) satisfies a maximum principle provided that this operator applied to a constant value of y vanishes, i.e. that a discrete version of the mass balance is satisfied. We first prove that, with the proposed scheme, the variable y is kept within its expected range [0, 1]. By a topological degree argument, this yields the existence of a discrete solution, which is then shown to be unique by a duality argument.

Now even if the model at hand represents a compressible flow, in fact the liquid is almost incom-

pressible, so that zones may appear in the flow where the velocity of acoustic waves is very large, and

the Mach number accordingly very small. We thus need to design a numerical method which is stable in

the low Mach number limit, and therefore able to deal with incompressible flows. To this purpose, we

use a fractional step algorithm of the class of finite element projection methods, which are widely used

for incompressible flows, see e.g. [17, 19] and references herein. An extension to the barotropic Navier-

Stokes equations close to the scheme developed here can be found in [14], together with references to

related works. For stability reasons, the spatial discretization must preferably be based on pairs of ve-

locity and pressure approximation spaces satisfying the so-called inf-sup or Babuska-Brezzi condition

(e.g. [4]). Among these elements, nonconforming approximations with degrees of freedom for the ve-

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locity located at the center of the faces seem to be well suited to a coupling with a finite volume method for the advection-diffusion of y; this is the choice made here. The fractional step approach is extended to the entire scheme, and the whole set of equations is thus solved in sequence. As a consequence, to ensure both conservativity and the above-mentioned monotonicity condition for the computation of y, a particular time stepping must be developed.

This paper is organized as follows. The finite volume scheme for transport equations (1.1a) and (1.1c) are described and analysed in section 2. The fractional step algorithm for the solution of the whole problem is presented in section 3, along with the non conforming finite element discretization of Equation (1.1b) . We show how the compatibility between the discretization of the different steps of the algorithm allows to prove the well-posedness and the stability properties of the fully discrete algorithm. Numerical tests are reported in section 4; first a problem exhibiting an analytical solution allows to assess convergence properties of the discretization, then a physical situation consisting of a phase separation problem under gravity is addressed.

2. A finite volume scheme for the nonlinear advection-diffusion equation

In this section, we present a finite volume discretization of the advection diffusion (1.1c). Precisely speaking, the problem that we address here is the following: supposing that the velocity field u and the density ρ are known and satisfy a discrete mass balance equation of a particular form, we build a scheme for the computation of y which enjoys the property that the unknown y stays in the interval [0, 1]. We thus obtain a ”brick” of a fractional step algorithm, which may be implemented for the solution of a wide range of problems, and presents the high practical interest to keep y within its physical bounds.

This section is built as follows. We present in Paragraph 2.1 the considered finite volume mesh and discretization space. In Paragraph 2.2, we give the discretization of the mass balance equation (1.1a) which is used in Section 3 for the solution of the complete problem (1.1). It also serves as an example of a general form of the mass balance equation for ρ and u which is required for the stability analysis of the nonlinear advection diffusion equation discretization (1.1c); in particular, we show that it preserves the positivity of the density. We then address in Paragraph 2.3 the stability analysis of the finite volume discretization of the advection diffusion (1.1c) provided a specified general discrete mass balance is satisfied.

2.1 Discretization mesh and spaces

In this section, we denote by T a set of non intersecting convex subdomains of Ω , such that:

(i) ¯ Ω = [

K∈T

K. ¯

(ii) There exists a set E of bounded subsets of hyperplanes of R

d

included in ¯ Ω , which are the edges (in 2D) or faces (in 3D) of the cells K ∈ T . The set of boundary edges or faces (i.e. the edges or faces included in the boundary ∂ Ω of the domain Ω ) is denoted by E

ext

and the set of internal ones (i.e. E \ E

ext

) is denoted by E

int

. If K, L ∈ T , we suppose that either ¯ KL ¯ = /0, ¯ KL ¯ is a vertex or ¯ KL ¯ ∈ E

int

, and, in the latter case, this common edge or face of K and L is denoted by K|L.

For the discretization of the advection diffusion (1.1c), the following additional orthogonality condition

is assumed to hold:

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(iii) There exists a family P = (x

K

)

K∈T

of points of Ω such that x

K

K ¯ for all K ∈ T and, if σ = K|L, x

K

6= x

L

and the straight line going through x

K

and x

L

is orthogonal to σ .

Even though this condition is not needed in the present analysis because we are only concerned here with stability issues, it enables to perform a consistent approximation of the normal diffusion fluxes to the boundaries of the cells, which in turn is known, in simpler cases, to yield the convergence of the scheme (see e.g. [13, Chapter 2] for the convergence proof for a linear steady diffusion problem).

The set of edges (in 2D) or faces (in 3D) of a cell K of T is denoted by E (K). For each internal edge or face of the mesh σ = K|L, n

KL

stands for the normal vector to σ , oriented from K to L (so n

KL

= −n

LK

). By |K| and |σ |, we denote the measure of the control volume K and of the edge or face σ , respectively. For any K ∈ T and σ ∈ E (K), we denote by d

K,σ

the Euclidean distance between x

K

and σ . For any σ ∈ E , we define d

σ

= d

K,σ

+ d

L,σ

, if σ ∈ E

int

(in which case d

σ

is the Euclidean distance between x

K

and x

L

) and d

σ

= d

K,σ

if σ ∈ E

ext

.

We denote by X

T

the space of piecewise constant functions on each control volume K ∈ T : X

T

=

qL

2

(Ω ) : q|

K

= constant, ∀K ∈ T . (2.1) Let N = card( T ); any function qX

T

can be defined by the data of the N values of q over the elements of T , and hereafter we sowewhat improperly identify the function itself and this family of real numbers, therefore allowing such expressions as qX

T

, q = (q

K

)

K∈T

. The gas mass fraction y is approximated by functions of X

T

, so y = (y

K

)

K∈T

.

Finally, we define M = card( E

int

) and, throughout this paper, for any real number a, we define a

+

= max(a, 0) and a

= −min(a, 0), so that a = a

+

−a

with a

+

> 0 and a

> 0.

2.2 Space discretization of the mass balance equation (1.1a)

We consider here a first order backward Euler time discretization of the mass balance equation (1.1a), which reads in the semi-discrete form:

ρ − ρ

δ t + ∇ · (ρu) = 0. (2.2)

Assuming a known velocity field u and initial density ρ

, we discretize the density field ρ by a finite volume method on the above described mesh T . We assume that from the discrete velocity field u, we are able to derive a family of values representing the velocity on each internal edge or face (u

σ

)

σ∈Eint

∈ R

M×d

(for the sake of simplicity, we suppose that the velocity obeys homogeneous Dirichlet boundary conditions, and thus that its value over the external edges vanishes); note that these quantities are readily obtained for instance when using a Crouzeix Raviart or Rannacher-Turek discretization as in Section 3.2.

Hence, for the known families ρ

X

T

and (u

σ

)

σ∈Eint

∈ R

M×d

, we look for ρ ∈ X

T

, solution of the following upwind finite volume scheme:

∀K ∈ T , |K|

δ t

K

− ρ

K

] + ∑

σ=K|L

F

σ,Kup

(ρ, u) = 0, (2.3) where F

σ,Kup

(ρ, u) is defined as the upwind mass flux with respect to u through the interface σ and is defined by:

∀u = (u

σ

)

σ∈Eint

∈ (R

M

)

d

, ∀ρ = (ρ

K

)

K∈T

∈ R

N

,

F

σ,Kup

(ρ, u) = (|σ | u

σ

· n

KL

)

+

ρ

K

− (|σ |u

σ

· n

KL

)

ρ

L

, ∀K ∈ T , ∀σ = K|L. (2.4)

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Note that (2.4) may also be written F

σ,Kup

(ρ , u) = |σ | u

σ

· n

KL

ρ

σup

, with

ρ

σup

=

 

ρ

K

if u

σ

· n

KL

> 0, ρ

L

otherwise.

(2.5) The flux thus defined satisfies the so-called local conservativity, which is one of the finite volume method’s most classical features, and which we can express here as:

F

σ,Kup

(ρ, u) + F

σ,Lup

(ρ ,u) = 0. (2.6)

Moreover, this scheme ensures that condition (2.8a) holds, i.e. that the density stays positive at all times, as we now show:

L

EMMA

2.1 Let (ρ

K

)

K∈T

∈ R

N

and (u

σ

)

σ∈E

int

∈ R

M×d

be two given families such that ρ

K

> 0 for any K ∈ T . Then the linear system (2.3) has a unique solution which satisfies ρ

K

> 0 for any K ∈ T . Proof. With a natural equation ordering, the matrix of the linear system (2.3) is of the form I +A where I denotes the (N, N) identity matrix and A = (a

i,j

)

16i,j6N

. It is easy to check that thanks to the upwind choice (2.4), one as: a

i,i

> 0 for 1 6 i 6 N, a

i,j

6 0 for 1 6 i, j 6 N, i 6= j, and

Ni=1

a

i,j

= 0 for 1 6 j 6 N (note that the sum is over the lines and not the columns). Hence I +A is an M-matrix. This yields that the matrix I + A is invertible and that if ρ

K

> 0 for all K ∈ T then ρ

K

> 0.

2.3 Discretization of the nonlinear advection-diffusion equation (1.1c)

We now turn to the discretization of the balance equation (1.1c); in a semi-discrete form obtained by a first order backward Euler time discretization, it reads:

ρy − ρ

y

δ t + ∇ · (ρ yu) + ∇ · (ρ φ (y) u

r

) = ∇ · (D∇y), in Ω × (0, T ), (2.7) where the density fields ρ and ρ

, the beginning-of-step mass fraction y

and the velocity fields u and u

r

are here supposed to be known quantities. For the sake of simplicity, we assume in this section that both u and u

r

vanish on the boundary ∂ Ω of the computational domain, and that y obeys a homogeneous Neumann condition on the whole boundary; however, it is clear from the subsequent developments that similar results would hold for a Dirichlet boundary condition, provided it lies in the interval [0,1].

Now at the fully discrete level, we assume that (ρ

K

)

K∈T

∈ R

N

and (ρ

K

)

K∈T

∈ R

N

and a family of fluxes (F

σ,K

)

K∈T,σ=K|L

∈ R

2M

are given, and satisfy the following relations:

∀K ∈ T , ρ

K

> 0, ρ

K

> 0, (2.8a)

∀K ∈ T , |K|

δ t

K

−ρ

K

] + ∑

σ=K|L

F

σ,K

= 0, (2.8b)

∀σ = K|L ∈ E

int

, F

σ,K

= −F

σ,L

. (2.8c)

This set of relations may for instance be derived by the upwind finite volume discretization of the mass

balance equation (2.3)-(2.5) with F

σ,K

= F

σ,Kup

(ρ ,u), as in Section 3 below, thanks to (2.6) and Lemma

2.1. However, this is by far not the only way it may be obtained. For instance, the density ρ may be not

a natural unknown for the problem: indeed, if instead of considering a compressible (gaseous) dispersed

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phase, we consider an incompressible (solid supension) phase, the density is then a function of y alone, and its positivity is ensured from the expression of the equation of state, provided that 0 6 y 6 1; the complete problem essentially becomes an incompressible one, and the mass balance may be seen as a constraint which requires the presence of a (dynamic) pressure in the momentum balance to be satisfied, and for which a centered discretization is natural (see [1] for the treatment of such a system). In some cases (and especially for incompressible flow problems where the mass balance, i.e. the divergence free constraint, must have a specific discretization to ensure the stability of the scheme), the finite volume mesh for the computation of y may even be different from the mesh used for the discretization of the mass balance; for instance, one will find in [5] a way to derive from a (possibly high order) mixed finite element solution of the momentum and mass balance equations an approximation for the velocity satisfying the mass conservation over a dual vertex-centered mesh.

With the previous notations, the discrete problem with unknown y = (y

K

)

K∈T

∈ R

N

considered in this section reads:

∀K ∈ T ,

|K|

δ t

K

y

K

−ρ

K

y

K

) + ∑

σ=K|L

F

σ,K

y

σ

+ ∑

σ=K|L

G

σ,K

Φ

σ

(y

K

, y

L

) + D

σ=K|L

|σ |

d

σ

(y

K

y

L

) = 0, (2.9) where

y

σ

= y

K

if F

σ,K

> 0 and y

σ

= y

L

otherwise (upwind choice),

• the quantity G

σ,K

stands for the mass flux (i.e. the analogue to F

σ,K

) associated to the relative velocity u

r

:

G

σ,K

= ρ

σ

Z

σ

u

r

· n

KL

with, for ρ

σ

, any reasonable approximation for the density on σ , for instance ρ

σ

=

12

K

+ ρ

L

) (centered choice), or ρ

σ

= ρ

K

if F

σ,K

> 0 and ρ

σ

= ρ

L

otherwise (upwind choice with respect to F

σ,K

),

• Φ

σ

(y

K

, y

L

) stands for g(y

K

,y

L

) if G

σ,K

> 0 and for g(y

L

, y

K

) otherwise, g being a numerical monotone flux function with respect to φ in the sense of the following definition (see [13] for the theory and some examples).

Definition 2.1 [Numerical monotone flux function] Let the function gC(R

2

, R) satisfy the following assumptions:

1. g(a, b) is non-decreasing with respect to a and non-increasing with respect to b, for any real numbers a and b,

2. g is Lipschitz-continuous with respect to both variables over R, 3. g(a, a) = φ (a), for any a ∈ R.

Then g is said to be a numerical monotone flux function with respect to the function φ.

Note that thanks to the definition of G

σ,K

Φ

σ

(y

K

, y

L

), the conservativity property holds, that is:

∀σ = K|L ∈ E

int

, G

σ,K

Φ

σ

(y

K

,y

L

) = −G

σ,L

Φ

σ

(y

K

, y

L

). (2.10)

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Moreover, it is easily seen that G

σ,K

Φ

σ

(y

K

, y

L

) is non-decreasing with respect to y

K

and non-increasing with respect to y

L

, Lipschitz-continuous with respect to both variables over R, and that, for any real number a:

G

σ,K

Φ

σ

(a,a) = ρ

σ

Z

σ

u

r

· n

KL

φ (a). (2.11)

The result proven in this section is the following.

T

HEOREM

2.2 (E

XISTENCE

,

UNIQUENESS AND

L

BOUNDS FOR A DISCRETE SOLUTION

)

Let (ρ

K

)

K∈T

∈ R

N

, (ρ

K

)

K∈T

∈ R

N

and (Φ

σ,K

)

K∈T,σ=K|L

∈ R

2M

satisfying (2.8). Let g be a numerical monotone flux function such that φ(x) = g(x, x) vanishes for x 6 0 and x > 1. Then, if y

K

∈ [0, 1], ∀K ∈ T , there exists a unique solution to the discrete problem (2.9), which verifies y

K

∈ [0, 1], ∀K ∈ T .

This theorem summarizes a series of lemmata, which are detailed in the following subsections: first (section 2.3.1), we prove an a priori L

estimate for y, precisely speaking the inequalities 0 6 y(x) 6 1,

∀x ∈ Ω ; then, on the basis of this bound, we apply a topological degree technique to obtain the existence of a solution (section 2.3.2); finally, this latter is shown to be unique (section 2.3.3).

2.3.1 An L

stability property From a physical point of view, for instance thinking of the field y as a mass fraction, it seems natural for y to satisfy an “L

stability property”, more specifically to remain at any time in the [0,1] interval. The aim of this section is to prove that this property holds for the solution of the scheme (2.9), provided that (2.8) holds at each time step and that the initial condition for y takes its values in [0, 1].

Let us first review the proof for the continuous problem, assuming all functions to be regular enough for the following calculations to make sense. Starting from the equation satisfied by y:

t

(ρy) + ∇ · (ρ yu) + ∇ · (ρ φ (y)u

r

) = ∇ · (D ∇y),

we first prove that y > 0. Multiplying the previous equation by −y

and integrating over Ω yields:

− Z

t

(ρy)y

− Z

∇ · (ρ yu)y

− Z

∇ · (ρ φ (y) u

r

) y

− Z

Dy · ∇ y

= 0. (2.12) Consider the first two terms of the previous relation, i.e. the terms associated to the advection operator:

T

adv

= − Z

t

(ρy)y

− Z

∇ · (ρyu) y

.

Expanding the derivatives, we obtain the so-called non-conservative form of the equation, and using the fact that when y

is non-zero, y = −y

, we obtain:

T

adv

= Z

[∂

t

ρ + ∇ · (ρ u)] [y

]

2

− Z

ρ y

t

y + (ρ uy

) · ∇y .

The first term vanishes because of the mass balance equation, and the second one reads:

− Z

ρ y

t

y + (ρuy

) · ∇y

= 1 2 Z

ρ ∂

t

((y

)

2

) + (ρu)· ∇ (y

)

2

.

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Hence, integrating by parts and using once again the mass balance equation, we get:

T

adv

= 1 2 Z

ρ ∂

t

((y

)

2

) −(y

)

2

∇ · (ρu)

= 1 2 Z

ρ ∂

t

((y

)

2

) + (y

)

2

∂ ρ

t

= 1 2 ∂

t

Z

ρ (y

)

2

.

(2.13)

Substituting the term T

adv

in the relation (2.12) yields:

1 2 ∂

t

Z

ρ (y

)

2

− Z

∇ · (ρ φ (y) u

r

) y

+ Z

D | ∇y

|

2

= 0.

Since φ (x) vanishes for x 6 0, the second integral vanishes and we have:

1 2 ∂

t

Z

ρ (y

)

2

= −D Z

| ∇y

|

2

6 0.

Thus y is non-negative, provided that the initial condition for y is non-negative. Considering the equation satisfied by ˜ y = 1 − y, one may prove similarly that y 6 1.

The proof we give in the discrete setting closely follows this calculation. The first step is thus to obtain an estimate for the terms related to the advection operator, which can be seen as a discrete counterpart to relation (2.13); this is achieved by the following lemma. As the mass balance plays a central role in the continuous setting, it is natural that the discrete mass balance (2.8b) also does in the discrete one, which is indeed the case.

L

EMMA

2.2 Let (ρ

K

)

K∈T

∈ R

N

, (ρ

K

)

K∈T

∈ R

N

and (F

σ,K

)

K∈T,σ=K|L

∈ R

2M

satisfying (2.8). Then, for any family (y

K

)

K∈T

∈ R

N

, the following property holds:

− ∑

K∈T

y

K

"

|K|

δt (ρ

K

y

K

− ρ

K

y

K

) + ∑

σ=K|L

F

σ,K

y

σ

#

> 1

2 ∑

K∈T

|K|

δ t

ρ

K

(y

K

)

2

− ρ

K

((y

K

)

)

2

, (2.14) where y

σ

= y

K

if F

σ,K

> 0 and y

σ

= y

L

otherwise.

Proof. The left-hand side of (2.14) may be written as:

T = T

1

+T

2

with T

1

= − ∑

K∈T

|K|

δ t y

K

K

y

K

−ρ

K

y

K

) and T

2

= − ∑

K∈T

y

K

"

σ=K|L

F

σ,K

y

σ

# .

We first remark that when y

K

is non-zero, y

K

= −y

K

; hence T

1

may be written as:

T

1

= ∑

K∈T

|K|

δt (y

K

)

2

K

− ρ

K

) + ∑

K∈T

|K|

δ t ρ

K

y

K

(y

K

+ y

K

).

Using the fact that ρ

K

y

K

y

K

> −ρ

K

y

K

(y

K

)

, we then obtain:

T

1

> ∑

K∈T

|K|

δ t (y

K

)

2

K

− ρ

K

) + ∑

K∈T

|K|

δ t ρ

K

y

K

[y

K

− (y

K

)

];

(10)

thanks to the fact that ab 6

1

2

(a

2

+ b

2

), this yields:

T

1

> ∑

K∈T

|K|

δ t (y

K

)

2

K

− ρ

K

) + 1

2 ∑

K∈T

|K|

δ t ρ

K

[(y

K

)

2

−((y

K

)

)

2

], which in turn gives:

T

1

> 1

2 ∑

K∈T

|K|

δt (y

K

)

2

K

− ρ

K

)

| {z }

T1,1

+ 1

2 ∑

K∈T

|K|

δ t

ρ

K

(y

K

)

2

− ρ

K

((y

K

)

)

2

| {z }

T1,2

. (2.15)

We now turn to T

2

. By conservativity (Relation (2.8c)), we have:

T

2

= − ∑

σ∈Eint(σ=K|L)

(y

K

−y

L

) F

σ,K

y

σ

.

Let us assume, without loss of generality that the orientation of the edges σ = K|L is chosen such that F

σ,K

> 0. Then, for any σ = K|L, we have y

σ

= y

K

, and we get that:

T

2

= − ∑

σ∈Eint(σ=K|L)

(y

K

y

L

)y

K

F

σ,K

= ∑

σ∈Eint(σ=K|L)

(y

K

)

2

F

σ,K

+ ∑

σ=K|L

y

L

y

K

F

σ,K

.

Let us then write y

L

y

K

=

12

(y

L

+ y

K

)

2

12

(y

L

)

2

12

(y

K

)

2

, which yields:

T

2

= 1

2 ∑

σ∈E

int(σ=K|L)

((y

K

)

2

− (y

L

)

2

)F

σ,K

+ 1

2 ∑

σ∈E

int(σ=K|L)

((y

K

)

2

−y

2K

+ (y

L

+ y

K

)

2

) F

σ,K

. (2.16)

The term (y

K

)

2

−y

2K

+ (y

L

+ y

K

)

2

is always non negative; indeed:

(y

K

)

2

−y

2K

+ (y

L

+ y

K

)

2

=

 

(y

L

+ y

K

)

2

if y

K

6 0, (y

L

)

2

+ 2 y

K

y

L

otherwise.

Hence, reordering the first summation in (2.16) and using (2.8b), we get:

T

2

> 1

2 ∑

K∈T

σ=K|L

(y

K

)

2

F

σ,K

= − 1

2 ∑

K∈T

|K|

δ t (y

K

)

2

K

− ρ

K

) = −T

1,1

. (2.17)

Summing (2.15) and (2.17) then yields (2.14).

We prove in the next tow lemmas that y remains in the interval [0, 1].

L

EMMA

2.3 (L

OWER BOUND ON

y) Let

K

)

K∈T

∈ R

N

, (ρ

K

)

K∈T

∈ R

N

and (F

σ,K

)

K∈T,σ=K|L

∈ R

2M

satisfying (2.8). Let g be a numerical monotone flux function such that φ(x) = g(x, x) vanishes for x 6 0.

Then, if y

K

> 0, ∀K ∈ T , the discrete solution of (2.9) also verifies y

K

> 0, ∀K ∈ T .

Proof. As in the continuous case, the starting point is to multiply the equation by −y

, which, in the

discrete case, consists in multiplying relation (2.9) by −y

K

and summing over the control volumes. We

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get T

adv

+ T

nl

+T

dif

= 0 with:

T

adv

= ∑

K∈T

−y

K

"

|K|

δ t

K

y

K

− ρ

K

y

K

) + ∑

σ=K|L

F

σ,K

y

σ

# ,

T

nl

= ∑

K∈T

−y

K

"

σ=K|L

G

σ,K

Φ

σ

(y

K

, y

L

)

# ,

T

dif

= D

K∈T

−y

K

"

σ=K|L

|σ|

d

σ

(y

K

y

L

)

# .

By Lemma 2.2:

T

adv

> 1

2 ∑

K∈T

|K|

δ t

ρ

K

(y

K

)

2

− ρ

K

((y

K

)

)

2

.

Reordering the sum in the term T

nl

by conservativity (2.10), we have:

T

nl

= ∑

σ∈Eint(σ=K|L)

T

nl,K|L

with T

nl,K|L

= −G

σ,K

Φ

σ

(y

K

, y

L

) (y

K

−y

L

).

Let K and L be two neighbouring control volumes. If both y

K

and y

L

are non-negative, the term T

nl,K|L

vanishes. If y

L

6 0, we get from (2.11) that Φ

σ

(y

L

, y

L

) = φ(y

L

) = 0, and thus:

T

nl,K|L

= −G

σ,K

σ

(y

K

, y

L

)− Φ

σ

(y

L

,y

L

)] (y

K

y

L

).

Since the function G

σ,K

Φ

σ

(·, ·) is non-decreasing with respect to the first argument and the function x 7→ x

is non-increasing, we obtain that T

nl,K|L

> 0. Otherwise, y

K

is necessarily negative and we have:

T

nl,K|L

= −G

σ,K

σ

(y

K

,y

L

) −Φ

σ

(y

K

,y

K

)] (y

K

y

L

),

which is also non-negative, since G

σ,K

Φ

σ

(·, ·) is non-increasing with respect to the second argument.

Let us now turn to the third term. Reordering the sum, we have:

T

dif

= − ∑

σ∈Eint(σ=K|L)

D |σ|

d

σ

(y

K

y

L

) (y

K

−y

L

) > 0.

Finally, we have:

1

2 ∑

K∈T

|K|

δ t

ρ

K

(y

K

)

2

− ρ

K

[(y

K

)

]

2

6 0,

and thus, if (y

K

)

K

> 0 ∀K ∈ T , then 1

2 ∑

K∈T

|K|

δt ρ

K

(y

K

)

2

6 0.

L

EMMA

2.4 (U

PPER BOUND ON

y) Let

K

)

K∈T

∈ R

N

, (ρ

K

)

K∈T

∈ R

N

and (F

σ,K

)

K∈T,σ=K|L

∈ R

2M

satisfying (2.8). Let g be a numerical monotone flux function such that φ(x) = g(x, x) vanishes for x > 1.

Then, if y

K

6 1, ∀K ∈ T , the discrete solution of (2.9) also verifies y

K

6 1, ∀K ∈ T .

(12)

Proof. Thanks to (2.8b) and (2.9), we get the following discrete equation on the variable 1 − y:

|K|

δ t

K

(1 − y

K

) − ρ

K

(1 − y

K

)]

+ ∑

σ=K|L

F

σ,K

(1 − y

σ

) −G

σ,K

Φ

σ

1 − (1 − y

K

), 1 − (1 − y

L

) + D |σ|

d

σ

[(1 −y

K

)− (1 −y

L

)]

= 0.

Let ˜ g(·,·) be the function defined by ˜ g(a, b) = −g(1 − a,1b). This function is non-decreasing with respect to the first variable and non-increasing with respect to the second one. Moreover, ˜ g(x, x) = φ(x) = ˜ φ(1 − x) vanishes for x 6 0, as φ(x) vanishes for x > 1. Thus the assumptions of Lemma 2.3 hold and, ∀K ∈ T , (1 − y)

K

is non-negative, which concludes the proof.

R

EMARK

2.1 (S

TRICT BOUNDS ON

y) Strict bounds bounds on y may also be obtained. Indeed, if

∀K ∈ T , y

K

> 0, then y satisfies the strict inequality ∀K ∈ T , y

K

> 0. To prove this result, let us assume that there exists K ∈ T such that y

K

=0. Replacing y

K

by zero in the equation (2.9) of the scheme, we get:

|K|

δ t (−ρ

K

y

K

) + ∑

σ=K|L

−F

σ,K

y

L

+G

σ,K

Φ

σ

(0,y

L

) + D |σ | d

σ

(−y

L

)

= 0.

The first term is by assumption negative, while, since y

L

> 0, the second and last ones are non-positive.

Since the function s 7→ G

σ,K

Φ

σ

(0, s) is non-increasing and Φ

σ

(0, 0) = 0, G

σ,K

Φ

σ

(0, y

L

) 6 0, and the third term also is non-positive, which contradicts the fact that the whole sum vanishes.

By applying this result to 1 −y, we similarly prove that, if y

K

< 1 ∀K ∈ T , then y

K

< 1 ∀K ∈ T . Returning to the initial physical problem, this result shows that, when using this scheme for the compu- tation of the gas mass fraction y, monophasic zones cannot appear in the flow if they are not present at the initial time.

2.3.2 Existence for the approximate solution The existence of a solution to the scheme (2.9) is ob- tained through a topological degree argument. We recall this result in the following theorem and refer to [10, chapter 5] for the general theory and [12, 14] for its use in the case of other non-linear numerical scheme).

T

HEOREM

2.3 (A

PPLICATION OF THE TOPOLOGICAL DEGREE

,

FINITE DIMENSIONAL CASE

) Let (V, k · k) be a normed finite dimensional vector space on R, let f be a continuous function from V to V and let bV . Let us assume that there exists a continuous function F from V × [0, 1] to V , and R > 0 satisfying:

(i) F (·, 1) = f ;

(ii) For all α ∈ [0, 1], if v is such that F (v, α) = b then vB(0,R) (that is kvk < R);

(iii) the topological degree of F (·, 0) with respect to b and B(0, R) is equal to d

0

6= 0.

Then the topological degree of F (·, 1) with respect to b and to B(0,R) is also equal to d

0

6= 0; conse- quently, there exists at least a solution vB(0, R) such that f (v) = 0.

L

EMMA

2.5 (E

XISTENCE OF A DISCRETE SOLUTION

) Let (ρ

K

)

K∈T

∈ R

N

, (ρ

K

)

K∈T

∈ R

N

and

(F

σ,K

)

K∈T,σ=K|L

∈ R

2M

satisfying (2.8). Let g be a numerical monotone flux function such that φ (x) =

g(x, x) vanishes for x 6 0 and x > 1. Then, if y

K

∈ [0,1], ∀K ∈ T , there exists a solution to the considered

discrete problem (2.9).

(13)

Proof. In order to apply Theorem 2.3, we consider the space V = X

T

(recall that X

T

is the space of functions which are piecewise constant on each cell K) equipped with the max norm, which we denote by | · |

; we then introduce a function F : X

T

× [0, 1] → X

T

, such that F (., 1) = f where f is a function from X

T

to X

T

such that any solution of the nonlinear system (2.9) is a zero of f . For y = (y

K

)

K∈T

X

T

and α ∈ [0, 1], this function F is defined by F (y, α ) = (q

K

)

K∈T

X

T

, with:

q

K

= |K|

δ t

K

y

K

−ρ

K

y

K

) + ∑

σ=K|L

F

σ,K

y

σ

G

σ,K

Φ

σ

(y

K

, y

L

) + D |σ|

d

σ

(y

K

y

L

)

.

The function F is continuous from X

T

× [0, 1] to X

T

. We then remark that the lemmata 2.3 and 2.4 apply to the solution to the equation F (y , α ) = 0, for 0 6 α 6 1. Hence, any solution to this equation belongs to:

B(0, 2) = {y ∈ X

T

, such that |y|

< 2}.

Moreover, thanks to the estimate y

K

6 1, ∀K ∈ T , the linear system F (y, 0) = 0 has a unique solution, which belongs to B(0,2) (indeed, if it had two solutions a classical argument allows to conclude that there would be an unbounded set of solutions; existence follows from uniqueness since the dimension of the space is finite). From the existence of a solution to the linear system F (y, 0) = 0, we get that the topological degree of F (·, 0) with respect to B(0, 2) and 0 is non zero. Applying Theorem 2.3, we then get that the topological degree of F (·, 1) with respect to B(0, 2) and 0 is non zero, which in turn yields that there exists at least one solution to the nonlinear system (2.9).

2.3.3 Uniqueness of the approximate solution The uniqueness of the solution to the scheme (2.9) is obtained through a duality argument. First, we introduce this technique in the semi-discrete time setting.

Let y and ˜ y be two smooth functions satisfying (2.7). Then the difference δ y = yy ˜ satisfies:

ρδ y

δ t + ∇ · (ρ δ y u) + ∇ ·

ρ φ (y) − φ( y) ˜ δ y δ y u

r

= ∇ · (D∇ δ y).

Multiplying by a (smooth) test function ψ and integrating on Ω , we get:

1 δt

Z

ρ δ + Z

∇ · (ρ δ y u)ψ + Z

∇ ·

ρ φ (y) − φ( y) ˜ δ y δ y u

r

ψ + D

Z

∇ δ y · ∇ ψ = 0. (2.18) We then consider the following dual problem (with unknown ¯ y and data y, ˜ y and δ y, and which is consequently linear):

∀ψ , 1 δ t

Z

ρ ¯ + Z

∇ · (ρ ψ u) y+ ¯ Z

∇ ·

ρ φ(y) −φ (˜ y) δ y ψ u

r

y+D ¯

Z

¯ ∇ ψ = Z

δ yψ. (2.19) Under some regularity assumptions, the dual problem (2.19) is known to satisfy the maximum principle (e.g. [16, chapter 8]), and then, by an application of the Fredholm alternative, to admit a unique solution.

Taking as test function ψ = δ y in the dual problem, we get:

1 δ t

Z

ρ y ¯ δ y + Z

∇ · (ρ δ y u) y ¯ + Z

∇ ·

ρ φ (y) − φ( y) ˜ δ y δ y u

r

¯ y + D

Z

y ¯ · ∇ δ y = Z

y)

2

. However, thanks to (2.18), the left-hand side of the previous relation is equal to zero, and therefore R

y)

2

= 0 so that δ y = 0, which proves the uniqueness of the solution. The proof that we give for the

discrete problem is adapted from this technique.

(14)

L

EMMA

2.6 (U

NIQUENESS OF THE DISCRETE SOLUTION

) Let (ρ

K

)

K∈T

∈ R

N

, (ρ

K

)

K∈T

∈ R

N

and (F

σ,K

)

K∈T,σ=K|L

∈ R

2M

satisfying (2.8). Let g be a numerical monotone flux function. Then there exists at most one solution yX

T

to the discrete equation (2.9).

Proof. Let y = (y

K

)

K∈T

∈ R

N

and ˜ y = ( y ˜

K

)

K∈T

∈ R

N

be two solutions of (2.9); then δ y = (y

K

˜

y

K

)

K∈T

∈ R

N

satisfies, for all K ∈ T :

|K|

δ t ρ

K

δ y

K

+ ∑

σ=K|L

"

F

σ,K

δ y

σ

+G

σ,K

Φ

σ

(y

K

, y

L

) − Φ

σ

( y ˜

K

, y ˜

L

)

+ D

σ=K|L

|σ|

d

σ

y

K

− δ y

L

)

#

= 0.

The quotients (Φ

σ

(a, ·)− Φ

σ

(b, ·)) / (a − b) and (Φ

σ

(·, a) −Φ

σ

(·, b)) / (a −b) may be extended to the case a = b thanks to the fact that Φ

σ

is Lipschitz-continuous; we may thus write the above system as:

|K|

δ t ρ

K

δ y

K

+ ∑

σ=K|L

F

σ,K

δ y

σ

+ G

σ,K

Φ

σ

(y

K

, y

L

) −Φ

σ

( y ˜

K

, y

L

) δ y

K

δ y

K

+G

σ,K

Φ

σ

( y ˜

K

, y

L

) −Φ

σ

( y ˜

K

, y ˜

L

)

δ y

L

δ y

L

+ D |σ |

d

σ

y

K

− δ y

L

)

= 0.

(2.20)

We now introduce the following discrete dual problem (with unknown ¯ yX

T

and data y, ˜ y and δ yX

T

):

Find ¯ y ∈ R

N

such that, ∀ψ ∈ R

N

,

K∈T

|K|

δt ρ

K

y ¯

K

ψ

K

+ y ¯

K

F

σ,K

ψ

σ

+ G

σ,K

Φ

σ

(y

K

, y

L

) − Φ

σ

( y ˜

K

, y

L

) δ y

K

ψ

K

+ Φ

σ

( y ˜

K

, y

L

)− Φ

σ

( y ˜

K

, y ˜

L

) δ y

L

ψ

L

+ D y ¯

K

σ=K|L

|σ|

d

σ

K

−ψ

L

)

#

= ∑

K∈T

|K| (δ y

K

) ψ

K

.

(2.21)

If there exists ¯ yX

T

satisfying (2.21), then taking as a test function ψ = δ y we get from (2.20):

K∈T

|K| (δ y

K

)

2

= 0,

which yields y = y. In order to conclude the proof of the lemma, there only remains to show that there ˜ exists a (unique) solution to the dual problem (2.21). Let A be the matrix of the linear system (2.21), obtained with the natural ordering: the line of A associated to the control volume K is obtained by taking ψ = 1

K

, where 1

K

is the characteristic function of the element K. In this line, the diagonal entry is given by the term of the sum associated to K, and extra-diagonal entries are given by the terms of the sum corresponding to control volumes sharing an edge with K. Denoting by A

KK

this diagonal entry, we have:

A

KK

= |K|

δt ρ

K

+ ∑

σ=K|L

F

σ,K+

+G

+σ,K

g(y

K

, y

L

) − g( y ˜

K

,y

L

)

y

K

y ˜

K

−G

σ,K

g( y ˜

L

, y

K

) − g( y ˜

L

, y ˜

K

)

y

K

y ˜

K

+D |σ|

d

σ

. Since the density is positive and the function g is non-decreasing with respect to its first argument and non-increasing with respect to its second argument, A

KK

is positive. Non-diagonal entries on the same line are given by:

A

KL

= −F

σ,K+

G

+σ,K

g(y

K

,y

L

) − g( y ˜

K

, y

L

)

y

K

y ˜

K

+ G

σ,K

g( y ˜

L

, y

K

) −g( y ˜

L

, y ˜

K

)

y

K

y ˜

K

D |σ |

d

σ

.

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where, in this relation, L is a neighbouring control volume of K and σ = K|L. By the same arguments, these terms are non-positive. Moreover, the sum of all coefficient on a line reads:

L∈T

A

KL

= |K|

δt ρ

K

,

which is positive, since ρ

K

> 0. Thus A is a strictly diagonal dominant matrix; therefore it is invertible and problem (2.21) admits a unique solution, which completes the proof.

3. A fractional step algorithm for dispersed two-phase flows

In this section, we address the solution of the full system (1.1). To this purpose, we build a nu- merical scheme by complementing the discrete nonlinear advection-diffusion equation (2.9) with an incremental-projection-like algorithm.

Let us consider a partition 0 = t

0

< t

1

< . . . < t

N

= T of the time interval (0, T ), which, for the sake of simplicity, we suppose uniform. Let δ t be the constant time step δ t = t

n+1

−t

n

for n = 0, 1, . . . , N − 1.

In a a semi-discrete time setting, the proposed algorithm consists in the following three steps scheme:

1 - Solve for y

n+1

:

ρ

n

y

n+1

−ρ

n−1

y

n

δt + ∇ · (ρ

n

y

n+1

u

n

) + ∇ ·

ρ

n

y

n+1

(1 −y

n+1

) u

nr

− ∇ · (D ∇y

n+1

) = 0.

(3.1)

2 - Solve for ˜ u

n+1

:

ρ

n

u ˜

n+1

−ρ

n−1

u

n

δ t + ∇ · ( u ˜

n+1

⊗ρ

n

u

n

) + ∇p

n

− ∇ · τ( u ˜

n+1

) = f

n+1

. (3.2) 3 - Solve for p

n+1

, u

n+1

and ρ

n+1

:

ρ

n

u

n+1

u ˜

n+1

δ t + ∇ (p

n+1

p

n

) = 0, (3.3a)

ρ

n+1

− ρ

n

δ t + ∇ · (ρ

n+1

u

n+1

) = 0, (3.3b)

ρ

n+1

= η (p

n+1

, y

n+1

). (3.3c) After a computation of the unknown y (step 1), step 2 consists in a semi-implicit solution of the momen- tum balance equation to obtain a predicted velocity. Step 3 is a nonlinear pressure correction step, which degenerates in the usual projection step used in incompressible flow solvers when the density is constant (e.g. [19]). Taking the divergence of (3.3a) and using (3.3b) to eliminate the unknown velocity u

n+1

yields a non-linear elliptic problem for the pressure. This computation is formal in the semi-discrete formulation, but, of course, is necessarily made clear at the algebraic level, as described in section 3.3.

Once the pressure is computed, the first relation yields the updated velocity and the third one gives the

end-of-step density.

(16)

The main difficulty to design such an algorithm lies in the approximation of the density. Indeed, we have to meet two requirements: first, to satisfy the compatibility condition (2.8b) when computing y (i.e. at Step 1 of the algorithm), second to ensure the conservativity of the scheme. The first point has been shown in Section 2.3 to be necessary to a reliable computation of the unknown y, and, from our experience, a violation of this condition may be at the origin of strong instabilities, for the estimation of y itself, but also for the whole algorithm. Still from our experience, using a non-conservative scheme for the approximation of y leads to large errors. This is especially important when the equation of state is strongly non-linear, as for flows involving phases of very different densities. To meet both requirements, we use here a time-shift of the density: in the advection terms of both the computation of y (Equation (3.1)) and the prediction of the velocity (Equation (3.2)), the density is taken one time step before the unknown y. This technique shows remarkable stability properties, but is of course limited to first order in time; this convergence property is assessed by numerical experiments.

R

EMARK

3.1 (O

N ANOTHER TIME DISCRETIZATION OF THE DENSITY

) To satisfy condition (2.8b), another way to proceed has already been proposed [1, 14]. The idea is to use, as a preliminary stage of the time step, the mass balance equation with a known value for the velocity (for instance, the velocity at the previous time step, or any extrapolation of it) to obtain a prediction of the density. If, for stability reasons, the discretization of this equation is chosen to be implicit, this preliminary step reads:

ρ ¯ −ρ

n

δt + ∇ · ( ρ ¯ u) = ¯ 0,

where ¯ u and ¯ ρ are the velocity used and the density obtained in this step, respectively. The first two terms of the balance equation for y (step 3.1 of the present algrotithm) are now:

ρ ¯ y

n+1

−ρ

n

y

n

δ t + ∇ · ( ρ ¯ y

n+1

u) ˜ · · ·

This approach can be easily modified to obtain a (formally) second order scheme [1]. Unfortunately, it seems difficult to consider ¯ ρ as the end-of-step value for the density, as its computation does not make use of the equation of state; this scheme thus cannot be conservative. In the present context, it may however be used at the first time step (and only at the first time step), to initialize the density by the following prediction step:

ρ

0

− ρ

−1

δ t + ∇ · (ρ

0

u

−1

) = 0,

where ρ

−1

and u

−1

are suitable approximations for the initial density and the velocity, respectively.

In order to obtain the full space-time discrete algorithm, we discretize (3.1) and (3.3b) by the finite

volume method as described in Section 2. There remains to discretize the steps (3.2) (Paragraph 3.2

below) and (3.3a) (Paragraph 3.3) This is performed with the mixed Crouzeix-Raviart or Rannacher-

Turek finite elements, which we now describe. This choice is quite convenient here since the discrete

velocities are located on the edges of the mesh while the discrete pressures are piecewise constant on the

cells; it is therefore compatible with the finite volume discretization described in Section 2. Furthermore,

these elements are known to satisfy the inf-sup inequality, which contributes to the stability of the

scheme, especially in the incompressible limit.

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