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Error analysis of finite element solutions of convection problems and its application to the density-dependent Stokes problems (Computation mechanics and domain decomposition methods)

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(1)

Error analysis of finite element solutions of

convection problems and

its

application to

the

density-dependent Stokes problems

Satoshi

KAIZU*

Department of

Mathematics,

Faculty of

Education

Ibaraki

University

April

29,

1999

1

Introduction

Let $\Omega$ be a bounded polygon in $\mathrm{R}^{2}$ or a polyhedron in $\mathrm{R}^{3}$. Let $T>0$ and

$Q=\Omega \mathrm{x}(0,T)$ and $S=\partial\Omega \mathrm{x}(0, T)$. We would like to propose a convergent

finite element scheme approximating the following convection problem (P): find

unknown density $\rho(x, t)$ ofsome material: $\Omegaarrow \mathrm{R}$ satisfying

$\ovalbox{\tt\small REJECT}^{\partial}+(u\cdot \mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d})p=0$ in $Q$, (1)

$\rho(x, 0)=\rho^{0}(x)$ on $\Omega$ (2)

with respect to known velocity $u(.x, t)$ of some incompresible flows:

$\mathrm{d}\mathrm{i}\mathrm{v}u=0$ in $Q$, (3)

$u(x, t)=0$ on S. (4)

In the construction of a convergent finiteelement schemefor the problem (P),

of courese, we assume some regulaity and boundedness on the velocities $u$ besides

the incompressibility (3). But, what regularity on velocities we have to assume?

There may be many possibilties for the reply. Still, the most important one is depend on its aim, certainly, to which the advection problem (P) is applied.

(2)

1 INTRODUCTION

In fact, the problem (P) is a subtarget of another propblem $(\hat{\mathrm{Q}})$, the

incom-pressible Navier-Stokes problems with nonhomogeneous density, $\mathrm{i}$.

$\mathrm{e}.$, which is a

system governed by the density-dependent $\mathrm{N}\mathrm{a}‘ \mathrm{v}\mathrm{i}\mathrm{e}$-Stokes equation:

$p \{\frac{\partial u}{\partial t}(u\cdot \mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d})u\}-\mu\triangle u+\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}p=\rho f$ in $Q$,

together with two other equations, (1) and (3), where $u,p$ and $\rho$ are unknown

velocities, pressures and densities of the non-homogeneous liquids, respectively.

This problem $(\hat{\mathrm{Q}})$ admits at least a weak solution

$p,$$u,p$ satisfying

$u\in L^{\infty}(0,$$T;\{L^{2}(\Omega)\}^{d})\cap L^{2}(0,$$T;\{H_{0}^{1}(\Omega)\}^{d})$ , (5)

for the initial velocity $u_{0}\in\{L^{2}(\Omega)\}^{d}$, the outer force $f\in L^{1}(0,$$T;\{L^{2}(\Omega)\}^{d})$

and

$0<M_{1}\leq\rho^{0}\leq M_{2}<\infty$ (6)

where $M_{i},$ $i=1,2$, are constants (cf., for example, A. S. N. Antontsev, A. V.

Kazhikhov and V. N. Monakhov [1] and P. L. Lions [10]$)$ So, in our paper

we shall choose conditions (5) and (6) on the velocity $u$ and the density $\rho^{0}$

,

respectively.

Beside, there are another conditions in our paper to be needed, because we

have to construct a finite element scheme for (P). Thus, conditions on discrete

velocities are also needed. Unfortunately, there may be no convergent scheme,

which approximates solutions of the problem $(\hat{\mathrm{Q}})$. So, froma convergent implicit

scheme, which approximates solutions of the classical Navier-Stokes equations

in the incompressible case with homogeneous density, we shall choose a suitable

condition on discrete velocities. For references it is useful to see the book [11] by

R. Temam.

In fact, let $\tau>0$ beatime mesh and let $U^{n}$ be an approximation of$u(t_{n}),$$0=$

$t_{0}<t_{1}<t_{2}<\cdots<t_{n}=n\tau,$$\cdots,$$N=[T/\tau]$

.

Let $\delta U^{n}=U^{n}-U^{n-1}$. Then we

consider the condition

$||U^{n}||^{2}+\Sigma_{n=1}^{N}(||\delta U^{n}||^{2}+\tau||U^{n}||_{h}^{2})\leq c_{0}<\infty$, (7)

where$c_{0}$ is independent ofthetime meshes $\tau$ and the spacemeshes $h>0$ us$e\mathrm{d}$ in

triangulations $\{\mathcal{T}_{h}\}_{h}$ of the domain $\Omega$ but depend on the initial value of $u_{0}$ and

the force term $f$. Here the notation $||\cdot||$ is $\mathrm{t}_{\mathrm{w}}\mathrm{h}\mathrm{e}L^{2}$ norm over the domain $\Omega$ and

In this paper we propose a finite element scheme $(\mathrm{P})_{h}$ : (12), and prove the

(3)

1 INTRODUCTION

another paper [6] under these conditons from (5) to (7). The order of the error

of discrete solutions of (12) is studied under sufficient regularity conditions on $u$

and $p$ in this paper.

It may be difficult to extend the scheme (12) to a finite element scheme

ap-proximating the density-dependent Navier-Stokes problem, although it is

possi-ble to extend (12) to a finite element scheme $(\overline{\mathrm{Q}})_{g,h},$ $g=pf$, which approximates

the density-dependent Stokes $\mathrm{p}\mathrm{r}\mathrm{o}\mathrm{b}\mathrm{l}\mathrm{e}^{r}\mathrm{m}(\mathrm{Q})_{j}$ governed by the density-dependent

Stokes equation

$p \frac{\partial u}{\partial t}-\mu\triangle u+\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}p=\rho f$ in $Q$,

together with two other equations (1) and (3) under the two conditions (2) and (4). Further, it is possible to give the order of the error of their discrete so-lutions. Note that, in the density-dependent Stokes problem, $u,p$ and $p$ are

unknown velocities, pressures and densities ofnon-homogeneous liquids,

respec-tively. We shall consider a scheme $(\overline{\mathrm{Q}})_{g,h}$ : (12) and (21), approximating the

density-dependent Stokes problem, and show that theapproximation $U^{n}$ satisfies

$\tau\sum_{n=1}^{N}||\frac{\delta U^{n}}{\tau}||^{2}\leq c_{0}<\infty$, (8)

where $c_{0}$ is independent of the time meshes$\tau$ and the space lneshes $h$, but depend

on the initial value of $u_{0}$ and the force term $f$

.

If we assume the condition (8)

adding to the conditions (5), (6) and (7), then we get an increas$e$ in the order of

the error ofdiscrete densities of our scheme (12).

Notation

For a domain $G$ we write $(f,$$g)_{G}= \int_{G}$fgdx. In particular, we write $(f, g)=$ $\int_{\Omega}$fgdx. We denote by $||f||_{p,G}$ the $L^{p}$ norm of $f$ over $G$

.

In paticular, for

$G=\Omega$, we write $||f||_{p}=||f||_{p,\Omega}$

.

For a $d-1$ dimensional simplex $F$, we

write $\langle f,g\rangle_{F}=\int_{F}fgd\sigma$. Let $H=L^{2}(\Omega)$ and $\mathrm{H}=\{L^{2}(\Omega)\}^{d},$ $X=\{H_{0}^{1}(\Omega)\}^{d}$, $V=\{v\in X|\mathrm{d}\mathrm{i}\mathrm{v}v=0\}$

.

Further, for the usual Sobol$e\mathrm{v}$ space, $W^{1,p}(G)$ with $1\leq p\leq\infty$ we need

semi-norms, $|v|_{l,p,G}= \{\sum_{|a|=l}||D^{a}v||_{p,G}^{p}\}^{1/\mathrm{P}}$, and a norm, $||v||_{m,p,G}= \{\sum_{l=0}^{m}|v|_{l,p,G}^{p}\}^{1/p}$,

where $D^{a}$ are differential operators of $\mathrm{o}\mathrm{r}\mathfrak{a}^{1}\mathrm{e}\mathrm{r}a,$ $a$ denote multi-indexes. For the

case $G=\Omega$ we drop the letter $G$ from the surfixes of $|v|_{l,p,G}$ and $||v||_{m,\mathrm{p},G}$ and let

$Z^{m,p}=\{v\in L^{p}(\Omega)|v|_{K}\in W^{m,p}(K)\},$ $m$ denotes a non-negative integer and $p$ satisfies $1<p<\infty$. Generally, we call a function $v\in Z^{m,p}$ for some $m$ and $p$ a

(4)

2 DISCRETE DENSITIES AND VELOCITIES

Further, $W^{m,p}(0, T;L^{q}( \Omega))=\{v\in L^{p}(0, T;L^{q}(\Omega))|\int_{0}^{T}||D^{s}v||_{L^{q}(\Omega)}^{\mathrm{p}}ds<\infty\}$where

$D^{s}v$ denotes s-th derivative of$v$ in the sense ofdistribution.

2

Discrete densities and velocities

Let $\mathcal{T}_{h}=\{K\}$ be a decomposition of $\Omega$ by tr\’iangulations for $d=2$ or by

tetra-hedrons for $d=3$

.

Here we denote by $h$ the maximum ofthe diameters $h_{K}$ of

$K\in \mathcal{T}_{h}$

.

The sequence of decompositons of $\Omega,$ $\{\mathcal{T}_{h}\}$ is regular: there exists a

constant $c_{1}$ such that

$\lim\sup\sup\underline{h_{I\{}\cdot}\leq c_{1}<\infty$

,

(9) $harrow 0$ $K\in\tau_{h}h_{0,K}$

where $h_{0,K}$ is the largest diameter of spheres included in $K$.

Let $k$ be anon-negativeintegerand $P_{k}$ be the totalityofpolynomialsofdegree

$k$. Our approximation method for discrete densities relies on the discontinuous, finite element method induced by L. Lesaint and P.-A. Raviart [7], analyzed by

C. Johnson and J. Pitk\"aranta [5]. So we choose an approximating space $G_{h}$ of

discrete densities as follows.

$G_{h}=\{\alpha:\Omegaarrow \mathrm{R}|\alpha|_{K}\in P_{k}K\in \mathcal{T}_{h_{b}}\}$

.

We should construct an approximation space $X_{h}$ which approximates

veloci-ties well. For such a space we shall choose a special kind of spaces introduced by

M. Crouzeix and P.-A. Raviart [4].

Let $l$ be a non-negative integer and let us consider a family of subspaces

$\{P_{K}|K\in \mathcal{T}_{h}\}$ such that $P_{l}\subset P_{I\{^{r}}\subset C^{1}(K)$. We introduce a space defined by $\Phi_{h}=\{\phi:\Omegaarrow \mathrm{R}|\phi|_{K}\in P_{l-1}\}$

.

We call $\Phi_{h}$ a discontinuous finit$e\mathrm{e}1e$ment spac$e$ of degree $l-1$

.

Let $W_{h}$ be the

totality of functions $v$ such that $v|_{K}\in P_{K}$ for all $K\in \mathcal{T}_{h}$ and

$\int_{F}(v_{1}-v_{2})\phi d\sigma=0$ $\forall\phi\in\Phi_{h}$ (10)

for $v_{i}=v|I\acute{\mathrm{t}}_{i},$$I\mathrm{f}_{i}\in \mathcal{T}_{h},$ $i=1,2$, such that $F=\partial I\{\mathrm{i}_{1}\cap\partial I\mathrm{f}_{2}$

.

Further, let $W_{h,0}$ be

the totality offunctions $v$ of$W_{h}$ such that

$\int_{F}v\phi d\sigma=0$ $\forall\phi\in\Phi_{h}$ (11)

for $K\in \mathcal{T}_{h}$ and $F$ such that $F=\partial\Omega\cap\partial K$. We define an approximation space

$X_{h}=\{W_{h,0}\}^{d}$, which approximate velocities. For $v\in X_{h}$ we define $\mathrm{d}\mathrm{i}\mathrm{v}_{h}$ : $X_{h}arrow$

$\Phi_{h}$ defined by

$( \mathrm{d}\mathrm{i}\mathrm{v}_{h}v, \phi)=\sum(\mathrm{d}\mathrm{i}\mathrm{v}v,$$\phi)_{K}$ $\forall\phi\in\Phi_{h}$

.

(5)

3 A SCHEME AND ITS STABILITY

By this operator $\mathrm{d}\mathrm{i}\mathrm{v}_{h}$ we define $V_{h}=\{v\in X_{h}|\mathrm{d}\mathrm{i}\mathrm{v}_{h}v=0\}$, which approximates

the solenoidal space $V$

.

Here we call an element $v$ of $X_{h}$ a Crouzeix-Raviart

velocity ofdegree $l$

.

In our paper, the Crouzeix-Raviart velocities ofdegree $l=2k+1$ are applied

to discrete velocities in the scheme described below. Further let us notice that

the linear span of$\{\alpha_{1}\alpha_{2}|\alpha_{i}\in G_{h}, i=1,2\}$ coincides with a discontinuous finite

element space $\Phi_{h}$ of degree $l-1=dk$ .

The upwind element and $\mathrm{d}\mathrm{o}\mathrm{w}$

.nwind

element

For a discrete velocity $U\in X_{h}$ and a face element $F,$ $F\subset\partial K,$ $K\in \mathcal{T}_{h}$, we can

choose a constant vector $U_{F\nu}$ and a unit normal $\iota\nearrow F$ to $F$ determined uniquely by

$\int_{F}U\cdot\nu_{F}d\sigma=\int_{F}U_{F\nu F}$

.

$\iota/d\sigma\geq 0$

for the sake of conditions (10) and (11). Here, if$\int_{F}U\cdot\nu d\sigma=0$, then $U_{F\nu}=0\mathrm{a}\mathrm{n}\mathrm{d}arrow$

$\nu_{F}$ can be set any of unit normals to $F$

.

By $\nu_{F}$ both of the upwind element $IC_{U}$

and the downwind associated with $F$ aredetermined. Here, we see $F=I\mathrm{f}_{U}\cap K_{D}$

.

By thes$e$ elements, $I\mathrm{f}_{U}$ and $K_{D}$, we can define the gap of $\alpha$ on $F$ by

$[\alpha]_{D}^{U}=\alpha|_{K_{U}}-\alpha|_{K_{D}}$.

3

A

scheme and

its

stability

First wepropose afinite element scheme which approximates advection equations well. Let $s_{h},t_{h}$ : $V_{h}\cross G_{h}\cdot \mathrm{x}G_{h}arrow \mathrm{R}$ be trilinear functionals defined by

$\{$

$s_{h}(v, \alpha_{1}, \alpha_{2})=\sum_{K\in \mathcal{T}_{h}}\sum_{j=1}^{d}(v_{j\neq_{x_{j}}},$$\alpha_{2})_{K}\partial\alpha$,

$t_{h}(v, \alpha_{1}, \alpha_{2})=\sum_{F\subset\Omega}\langle v_{MF},$ $[\alpha_{1}]_{U}^{D}\alpha_{2D}\rangle_{F}$. Now, our scheme is described as the following way.

$(\mathrm{P})_{h}$: For $U^{n-1}\in V_{h}$ and $r^{n-1}\in G_{h}$ find $r^{n}\in G_{h_{b}}$ such that

$\frac{(\delta r^{n},\beta)}{\tau}+s_{h}(U^{n-1}, r^{n}, \alpha)$

$+t_{h}(U^{n-1}.r^{n}, \alpha)’=<g^{n},$$\alpha>$ $\forall\alpha\in G_{h}$, (12)

where $g^{n}\mathrm{b}$elongs to the dual space of $G_{h}$ for each $\mathrm{n}$. For the case: $g^{n}\equiv 0$ we

have a discrete sch$e$me approximating to the problem (P) as $h-+\mathrm{O}$ and

’ $\tauarrow 0$.

The stability to the solutions $r^{n},$$n=1,2,3,$$\cdots,$$N$, is described $\mathrm{b}$elow. We omit

(6)

4 TRUNCATION TERMS

Lemma 1 (The discrete maximum principle) For the case : $g^{n}\equiv 0$, and

for

each $m=1,2,3,$ $\cdots,$$N$, together with $k=0,$ $\uparrow ve$ have

$\min\{r^{m-1}|_{K}|K\in \mathcal{T}_{h}\}\leq\min\{r^{m}|_{K}|K\in \mathcal{T}_{h}\}$

$\leq\max_{I\mathrm{f}}\{r^{m}|_{K}|K\in \mathcal{T}_{h}\}\leq\max_{I\mathrm{f}}\{r^{m}|_{K}|K\in \mathcal{T}_{h}\}$

.

$\mathrm{L}\mathrm{e}\mathrm{m}\mathrm{m}_{}\mathrm{a}2$ (

$L^{2}$-stabiliiy) For each $m=1,2,3,$

$\cdots,$$N$, together with $0\leq k$ we have

$||r^{m}||^{2}+ \sum_{n=1}^{m}||\delta r^{n}||^{2}+\tau\sum_{n=1}^{m}\langle U_{F}^{m-1},$ $|[r^{m}]_{U}^{D}|^{2}\rangle_{F}=||r^{0}||^{2}$

$+2 \tau\sum_{n=1}^{m}<g^{n},$$r^{n}>$ .

4

Truncation

terms

Let $\pi_{h}$ be the orthogonal projection from $L^{2}(\Omega)$ onto the subspace $G_{h}$. We write

$\overline{p}^{m}=\pi_{h}(\rho^{n})$

.

Le us consider the errors $e^{n}=r^{n}-\overline{p}^{n}$ of$r^{n}$.

To represent trucation terms it is convienient to introduce trilinear forms $s_{h}^{*}$

and $t_{h}^{*}$ adjoint formally to $s_{h}$ and $t_{h}$

,

respectively. In fact, they are defined by

$\{$

$s_{h}^{*}(v, \alpha_{1},\alpha_{2})$ $=- \sum_{I\{’\in \mathcal{T}_{h}}\sum_{j=1}^{d}(v_{j}\alpha_{1},$ $\frac{\partial}{\partial}\alpha B)_{K}x_{j}$,

$t_{h}^{*}(v, \alpha_{1}, \alpha_{2})$

$= \sum_{F\subset\Omega}\langle v_{MF},$

$\alpha_{1U}[\alpha_{2}]_{D}^{U}\rangle_{F}$.

Clearly, these trilinear forms may be defined for piecewise smooth functions $\beta_{1}$

and $\beta_{2}$ instead of $\alpha_{1}$ and $\alpha_{2}$, respectively. Other trilinear forms $L_{h}$ and $l_{h}$ are

also useful to describe our truncation terms for discret$e$ densities $r^{n}$.

$\{$ $L_{h}(v_{1}, v_{2}, v_{3})$ $= \sum_{K\in \mathcal{T}_{h}}(v_{1},$$v_{2}v_{3})$, $l_{h}(v_{1}, v_{2}, v_{3})$ $= \sum_{F\grave{\subset}\Omega}..\langle v_{1},$ $v_{2}v_{3}\rangle_{F}$,

where $v_{1},$$v_{2}$ and $v_{3}$ are piecewise smooth

soalar

functions over domain $\Omega$. By

using these trilinear forms we can descrive truncation terms as follows.

Lemma 3 Let $\rho$ be the exact solution

of

the problelm $(P)$ and $p^{n}(x)=\rho(x, t_{n})$

.

Then

$\frac{(\delta e^{n},\alpha)}{\tau}+s_{h}^{*}(U^{n-1}, e^{n}, \alpha)+t_{h}^{*}(U^{n-1}, e^{n}, \alpha)=<g^{n},$

(7)

5 ERROR $AN\mathrm{A}$LYSIS

$<g^{n},$$\alpha>=(\dot{p}-\frac{\delta\overline{p}^{n}}{\tau},$$\alpha)+s_{h}(u^{n}-U^{n-1},p^{n}, \alpha)$

$+s_{h}^{*}(U^{n-1},\rho^{n}-\overline{\rho}^{n}, \alpha)+t_{h}^{*}(U^{n-1},p^{n}-\overline{\rho}^{n},\alpha)$

$-t_{h}(U^{n-1}, \rho^{n}, \alpha)-L_{h}(\mathrm{d}\mathrm{i}\mathrm{v}_{h}U^{n-1}, \rho^{n}-\overline{\rho}^{n}, \alpha)$

$+l_{h}([U^{n-1}]_{F\nu}^{U\nu},\rho^{n}-\overline{\rho}^{n},$ $\mu)+l_{h}([U^{n-1}]_{D\nu}^{F\nu},p^{n}-\overline{\rho}^{n},$ $\alpha)$

.

5

Error analysis

We can provethe order oferrors for the above discrete densities $r^{n}$ provided that

the exact solution $\rho$ is smooth enough.

For velocities $v\in\{H^{2}(\Omega)\}^{d}$ we assume that

(H.1) there exists an operator

$\Pi_{h}\in \mathcal{L}(\{H^{2}(\Omega)\}^{d}$ ;$\{W_{h}\}^{d})\cap \mathcal{L}(\{H^{2}(\Omega)\}^{d}\cap(H_{0}^{1}(\Omega)\}^{d}$ ;$\{W_{h,0}\}^{d})$

such that

$\mathrm{d}\mathrm{i}\mathrm{v}_{h}\Pi_{h}v=\mathrm{d}\mathrm{i}\mathrm{v}_{h}v$,

$||\Pi_{h}v-v||_{h}\leq c_{2}h^{m}|v|_{m+1}$, (14)

for all $v\in\{H^{m+1}(\Omega)\}^{d},$$1\leq m\leq 2k+1$, where $c_{2}$ is independent of$h$ and $\tau$, but

depend on $c_{1}$.

The hypothesis (H.1) is due to M. Crouzeix and P.-A. Raviart [4] and the

existence of finite elements velocities for $k=1,3$ satisfying this hypothesis see the examples in [4]. Let $\tilde{u}^{n}=\Pi_{h}(u^{n})$

.

For the error $E^{n}$ of the discrete velocity $U^{n}$ defined by

$E^{n}=U^{n}-\tilde{u}^{n},$$n=1,2,3,$$\cdots,$$N$

.

We assume that the discrete velocities $U^{n}$ satisfy the estimates

(H.2).

$||E^{m}||_{h}^{2}\leq||E^{0}||_{h}^{2}+C_{1}h^{2(2k+1)}+C_{2}\tau^{2}$ $m=1,2,3,$$\cdots$

,

$N$, (15)

wh$e\mathrm{r}\mathrm{e}C_{i},$$i=1,2$, are independent of $\tau$ and $h$.

When we apply an implicit standard finite element scheme to the Stokes

equation we get the above estimates (15). Considering each truncation terms in

Lemma 3 the following lemma holds true.

Lemma 4 Let $g^{n}$ be the right hand side

of

(13). Under the assumptions on $p$ in

Theorem 1 there exists a constant $C$, which is indepen$‘\tilde{t}ent$

of

$h$ and $\tau$, such that

$2 \tau\sum_{n=1}^{m}\langle g^{n},$ $e^{n} \rangle\leq\tau\sum_{F\subset\Omega}\langle U_{F\nu}^{n-1},$ $|[e^{n}]_{D}^{U}|^{2}\rangle_{F}$

(8)

6 THE STOKES EQUATIONS

where a denotes a constant described in the next theorem.

After substituing $\alpha=2\tau e^{n}$ into the first identity in Lemma 3 and applying

the proof of Lemma 2 , adding from $n=1$ to $m$ we get

$||e^{m}||^{2}+ \sum_{n=1}^{m}||\delta e^{n}||^{2}+\tau\sum_{F\subset\Omega}\langle U_{F\nu}^{n-1},$ $|[e^{n}]_{D}^{U}|^{2}\rangle_{F}$

$\leq||e^{0}||^{2}+2\tau\sum_{n=1}^{m}<g^{n},$$e^{n}>$ . (17)

Applying Lemma 4 and the discrete Gronwall inequality we can prove the next

theorem below.

Theorem 1 Assume (5), (7) (15) and that a solution $p$

of

the problem $(P)$

satisfies

$\rho\in C([0, T];C^{k+1}(\overline{\Omega}))\cap C^{1}([0, T];W^{k+1,4}(\Omega))\cap C^{2}([0,T];H)$

.

(18)

In the case: $k=0_{f}$ we

further

assume (6). Then there exists a constant $C_{f}$

independent

of

$\tau$ and $h$ such that

$||e^{m}||^{2}\leq C(||e^{0}||^{2}+||E^{0}||_{h}^{2}+h^{2(2k+1\rangle}+\tau^{2a})$ $m=1,2,3,$

$\cdots,$$N$,

where $C$ is

independents

of

$\tau$ and $h$, (19)

where $a=1/2$

for

the case: (8) does not $hold_{J}$ and $a=1$

for

the other case: (8)

holds.

6

The Stokes

equations

Here we consider a scheme for the modified density-dependent Stokes problem

$(\overline{\mathrm{Q}})_{g}$ governed by

$\{$

$\rho\frac{\partial u}{\partial t}+\mu\triangle u+\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}p=g$ in $Q$,

$\neq_{i}^{\partial}+(u\cdot \mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d})\rho=0$

.

in $Q$,

$\mathrm{d}\mathrm{i}\mathrm{v}u=0$ in $Q$,

(20)

with the boundary condition: $u=0$ on $S$ and the initial conditions: $p(x, 0)=$ $p^{0}(x)$ and $u(x, 0)=u^{0}(x)$ on $\Omega$, where $g\in L^{2}(0, T;X^{*})$. The modified

density-dependent Stokes problem $(\overline{\mathrm{Q}})_{g}$ with the case

$g\equiv\rho f$ reduces to the

(9)

6 THE STOKES EQUATIONS

Let us consider bilinear forms $a_{h}$ : $X_{h}\cross X_{h}arrow \mathrm{R}$ and $b_{h}$ : $X_{h}\cross G_{h,0}arrow \mathrm{R}$

defined by

$a_{h}(v,w)= \sum_{K\in \mathcal{T}_{h}}(\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}v,\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}w)_{K}$ , $b_{h}(v, \alpha)=$ $-$$\sum_{K\in \mathcal{T}_{h}}(\mathrm{d}\mathrm{i}\mathrm{v}_{h}v,$

$\alpha)_{K}$,

where $G_{h,0}=\{\alpha\in G_{h}|(1, \alpha)=0\}$

.

For the above problem $(\overline{\mathrm{Q}})_{g}$ we consider a scheme $(\overline{\mathrm{Q}})_{g,h}$:

(1) for $r^{n-1}\in G_{h}$ and $U^{n-1}\in V_{h}$ find $r^{n}\in G_{h}$ satisfying (12) with the case

$k=0$,

(2) then,for$r^{n-1},$ $r^{n}\in G_{h}$ and $U^{n-1}\in V_{h}$,find $U^{n}\in X_{h}$ and $P^{n}\in G_{h,0}$ satisfying

$\{$

$\frac{(r^{n}\delta U^{n},v)}{\tau}+\mu a_{h}(U^{n}, v)+b_{h}(v, P^{n})=<\hat{g}^{n},$$v>$ $\forall v\in X_{h}$,

$b_{h}(U^{n}, \alpha)=0$ $\forall\alpha\in G_{h,0}$

.

(21)

In the above, $\hat{g}^{n}$ approximates $g(x, t_{n})$, in some sense, and satisfying

$|<\hat{g}^{n},v>|\leq C_{1}^{n}||v||_{h}+C_{0}^{n}||v||$ $\forall v\in X_{h}$, (22)

with some constants $C_{n}$ for $n=1,2,3,$$\cdots$ , $N$, where each $C_{n}$ may depend on$\hat{g}^{n}$.

We hav$e$ the stabiliy for the above scheme as follows.

Lemma 5 Assume (22). $Then_{f}$

for

each$n_{J}$ we have a unique solution$r^{n},$

$U^{n}$ and $P^{n}$

of

the problem $(Q)_{h}$. Further, using $G_{h}$ with $k=0$ and $m=1,2,3,$ $\cdots,$$N$,

we have

$2M_{1} \tau\sum_{n=1}^{m}||\frac{\delta U^{n}}{\tau}||^{2}+2\mu||U^{m}||_{h}^{2}+\mu\sum_{n=1}^{m}||\delta U^{n}||_{h}^{2}$

$\leq 2\mu||U^{0}||_{h}^{2}+C_{1}’\sum_{n=1}^{m}|C_{1}^{n}|^{2}+C_{0}’\tau\sum_{n=1}^{m}|C_{0}^{n}|^{2}$ . Here

C\’i,

$C_{0}’$ are independent

of

$h$ and $\tau$.

This is obtained by substituting $v=2\delta U^{n}$ into (21) through the discrete

maximum principle on $r^{n}$. Applying the discrete Poincar\’e inequality we get

Lemma 6 There exists a constant $C_{3)}$ which is independent

of

$h$ and $\tau$, such

that,

for

$m=1,2,3,$$\cdots$ ,$N$,

(10)

7 ERRORS ON DISCRETE VELOCITIES

7

Errors

on

discrete

velocities

We consider the errors of discrete velocities and densities of the density-dependent

Stokes problem$(\mathrm{Q})_{f,h}$

.

Let $U^{n}$ bethe discrete solution of the scheme $(\overline{\mathrm{Q}})_{g_{l}h}$, where

$g=pf$

.

Already wehave define the errors $E^{n}$ ofdiscret$e$ velocities $U^{n}$

.

The error

ofthe discrete pressure $P^{n}$ is defined by $E_{P}^{n}=P^{n}-p^{n}$

.

Then, for $v\in X_{h}$,

$\frac{(r^{n}\delta E^{n},v)}{\tau}+\mu a_{h}(E^{n}, v)+b_{h}(v, E_{P}^{n})=\sum_{j=1}^{5}\langle\eta_{j}^{n},v\rangle$,

$<\eta_{1}^{n},$$v>=((r^{n}-p^{n})f^{n},v)$

$<\eta_{2}^{n},$ $v>=( \rho^{n}\dot{u}^{n}-\frac{\delta\tilde{u}^{n}}{\tau},$ $v)$ ,

$<\eta_{3}^{n},$ $v>=-\mu((\triangle u^{n}, v)+(\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}u^{n},\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}v))$, $<\eta_{4}^{n},v>=\mu(\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}(\tilde{u}^{n}-u^{n}),\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}v)$ $<\eta_{5}^{n},v>=(\mathrm{g}\mathrm{r}\mathrm{a}\mathrm{d}p^{n},$ $v)+(\mathrm{d}\mathrm{i}\mathrm{v}v,p^{n})$.

Now, we see

$|<\eta_{1}^{n},$$v>|\leq||f||_{\infty,Q}(||e^{n}||+hC_{1}(\eta_{1})|p^{n}|_{1,2,\omega,Q})||v||$,

$|<\eta_{2}^{n},$$v>|\leq C_{0}(\eta_{2})||\dot{u}||_{\infty,Q}(||\delta r^{n}||+||e^{n}||)||v||$ $+hC_{0}’(\eta_{2})||v||(||\dot{u}||_{\infty,Q}|\rho|_{1,2,\infty,Q}+||\dot{u}||_{1,2,\infty,Q}||p||_{\infty,Q})$

$|<\eta_{3}^{n},$$v>|\leq\mu hC_{1}(\eta_{3})|u^{n}|_{2,\infty,Q}||v||_{h}$,

$|<\eta_{4}^{n},$$v>|\leq\mu hC_{1}(\eta_{4})|u^{n}|_{2,\infty,Q}||v||_{h}$,

$|<\eta_{5}^{n},$$v>|\leq hC_{1}(\eta_{5})\uparrow p^{n}|_{1,\infty,Q}||v||_{h}$,

wheretheconstants$C(\eta j),j=1,2,$$\cdots$ , areindependentof$\tau,$$h,$$n=1,2,3,$$\cdots$ ,$N$.

(11)

REFERENCES

Lemma 7 Assume (18) on $p$ and

$u\in C([0,T],$$\{C^{2}(\overline{\Omega}^{d})\}^{d})\cap C^{1}([0, T],$ $\{C(\overline{\Omega})\}^{d})\cap W^{2,2}(0,T;\mathrm{H})$

.

(23)

Then there exist constants $C_{1},$$C_{2}$ and$C_{3}$, which are independent

of

$h$ and $\tau$, such

that

$||E^{m}||_{h}^{2} \leq||E^{0}||_{h}^{2}+C_{1}\tau\sum_{n=1}^{m}||e^{n}||^{2}$

$+C_{2}\tau+C_{3^{\frac{h^{2}}{\tau}}}$

.

Combining (16), (17), (23) and the discrete Gronwall inequality, we get the theorem below.

Theorem 2 Assume (18) and (23). Then there exists a constant $C$, which is

independent

of

$m=1,2,3,$ $\cdots,$$N,$$h,$$\tau_{j}$ such that

$||e^{m}||^{2}+||E^{m}||_{h}^{2} \leq C(||e^{0}||^{2}+||E^{0}||_{h}^{2}+\tau+\frac{h^{2}}{\tau})$ .

References

[1] Antontsev, S. N., A. V. Kazhikov and V. N. Monakohv, Boundary value problems in mechanics of non-homogeneous fluids,North-Holland,

Amster-dam, 1990.

[2] Bardos, C., Probl\‘emes aux limites pour les \’equations aux d\’eriv\’ees partielles du premier ordre \‘a coefficients reels, Ann. Scient. Ec. Norm. Sup., 4e serie,

t. 3, 185-233, 1970.

[3] Ciarlet, P. G. and P.-A. Raviart, General Lagrange and Hermite interpo-lation in $\mathrm{R}^{n}$ with applications to finite element methods, Arch. Rational.

Mech. Anal., 46, pp.177-199, 1972.

[4] Crouzeix, M. and P.-A. Raviart, Conforming and nonconforming finite

ele-ment methods for solving the stationary Stokes equations I, R. A. I. R. 0., 7, S\’er. Anal. Numer.

,

pp. 33-76, 1973.

[5] Johnson, C. and J. Pitk\"aranta, An analysis of the discontinuous Galerkin

method for a scalar hyperbolic equation, Math. Compu. 46, pp. 1-26, 1986.

[6] Kaizu, S., the convergence offinite element solutions of advection problems,

(12)

REFERENCES

[7] Lesaint, L. and P.-A. Raviart, On a finite element method for solving the

neutron transport equation, Aspects offinite elements in partial differential

equations, ed. C. de Boor, Academic Press, New York, 1974.

[8] Lions, Jacque Lui, Probl\‘ems aux limites dans les \’equatioons aux d\’eriv\’ees

partielles, Le press de l’universit\’e de Montr\’eal, 1965.

[9] Ohmori, Katsushi, On a modified Lax-Wendroff finite element method for

linear hyperbolic equations, Preprint.

[10] Lions, P.-L.

,

Mathematical topics in fluid mechanics, Clarendon Press,

Ox-ford, 1996.

[11] Temam, R.

,

Navier Stokes equations, North-Holland, Amsterdam, New

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