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Two-grid Method for Characteristics Finite Volume

Element of Nonlinear Convection-dominated

Diffusion Equations

Lingzhi Qian, Huiping Cai

Abstract—A characteristics finite volume element discretiza-tion technique based on two subspaces is presented for a nonlinear convection-dominated diffusion equations. The solu-tion of a nonlinear system on the fine space is composed of solving one small (nonlinear) system on the coarse space and a linear system on the fine space. Error estimates are derived and numerical experiments are performed to validate the accuracy and efficiency of our present scheme. It is shown both theoretically and numerically, that the new scheme is efficient to the nonlinear convection-dominated diffusion equations.

Index Terms—Characteristics finite volume element; Two-grid; Newton iterative; Error estimates.

I. INTRODUCTION

C

ONVECTION -dominated diffusion problems often occur in underground fluid flow, exploiting oil-gas resources, heat transfer problems and enviorment science. In actual numerical computation, the nonlinear convection-dominated diffusion equations are very important. In this paper, we consider the nonlinear partial differential equations with initial-boundary value problem of the form

c(x)∂u

∂t +b(x) ∂u ∂x−

∂ ∂x

( a(x)∂u

∂x )

=f(u, x, t) (x, t)∈I×(0, T], (1a) u(x, t) = 0 (x, t)∈∂I×(0, T], (1b) u(x, t) =u0 (x)x∈I. (1c)

The convection-dominated diffusion equation has strong hyperbolic characteristics, therefor the numerical simulation is very difficult in mechanics and mathematics. Douglas and Russell considered combining the method of characteristics with finite element or finite difference techniques to over-come oscillation and faults likely to occur in the traditional finite difference or finite element method [10].

On the other hand, finite volume element method has been widely used in the approximation for the conservation laws, computational fluid dynamics and nonlinear convection-diffusion problems, see e.g. [2], [6], [11], [12], [15], [20], [23]. The method is more popular due to its conservation

Manuscript received 8 November, 2015; revised 25 April, 2016. This work was supported in part by the Jiangsu Province Ordinary University Graduate Student Scientific Research Innovation Projects (KYLX15 0720), the Science and Technology Research and Development Applied Basic Research Youth project of Shihezi University (2014ZRKXYQ-LH06) and the Training Plan for Youth Backbone Teacher of Shihezi University.

Lingzhi Qian is with the Jiangsu Key Laboratory for NSLSCS, School of Mathematical Sciences, Nanjing Normal University, Nanjing 210023, P.R. China e-mail: qianlzc1103@sina.cn.

Corresponding author: Huiping Cai is with the Department of

Mathe-matics, College of Sciences, Shihezi University, Shihezi 832003, P.R. China e-mail:caihuiping@shzu.edu.cn.

property of the original problem locally. The finite vol-ume element method uses a volvol-ume integral formulation of the original problem and a finite element partition of the spatial domain to discrete the equations [18]. The finite volume element method for convection-diffusion problems has been studied by many authors [13], [14], [16], [24]. Recently, P. Chatzipantelidis has studied the finite volume element method for elliptic and parabolic problems and derived optimalH1andL2error estimate [4], [5]. The high

order locally conservative finite volume element method is considered by M. Plexousakis et al. But the extension to two dimensional case of the current research is the “battle field” [22]. The basic tools and the theoretical framework for the finite volume element method are described in [7], [8], [17], [18], [19] and references therein for details.

When using the characteristics finite volume element method to discrete in space for the nonlinear equation, we can obtain the nonlinear system. The solution of a nonlinear system on the fine space is much expensive. Inspired by Xu [21], [25], [26], [27] for a technique to solve nonlinear equations, we employ two-grid approach in our discretization schemes. The solution of a nonlinear system on the fine space is reduced to the solution of a nonlinear system on the coarse space and a linear system on the fine space.

The remainder of the paper is organized as follows. In section 2, we introduce notations and preliminaries. The al-gorithm is described in section 3. Section 4 is devoted to the error estimates for the new scheme. Numerical experiments confirming the theoretical results are provided in section 5. Finally, the last section presents the conclusions and future research directions.

Throughout this paper,C denotes a generic positive con-stant independent of ∆t, h, H which may be different at different occurrences.

II. NOTATIONS ANDPRELIMINARIES

Given a domain Ω ⊂R, Wm,p(Ω) denotes the standard

Sobolev space [1]. The norm ofv∈Wm,p(Ω) is defined as

follows

∥v∥m,p,Ω=

( ∑

j≤m

∥Djv∥pLp(Ω)

)1/p

1≤p≤ ∞,

and

∥v∥m,∞,Ω= max

j≤m esssup|D

jv| p=.

Denote

(2)

We assume that the coefficientsa, b, care bounded and the solution uof (1a)–(1c) satisfies:

0≤a0≤a(x)≤ ∞,0≤c(x)≤ ∞,and

| b(x) c(x)|+|

d dx(

b(x)

c(x))|≤C, x∈I, (2a)

| ∂f ∂u |+|

∂2f

∂u2 |≤C, x∈I. (2b)

u∈L∞(0, T;Hq(I)),

(2c) ∂u

∂t ∈L

2(0, T;Hq−1+θ(I)),

θ= 1 ifq= 2, andθ= 0if q >2, (2d) ∂2u

∂t2 ∈L

2(0, T;L2(I)).

(2e)

LetTh be a partition of the intervalI= [a, b]such that

Th:a=x0≤x1≤x2≤ · · · ≤xN =b,

Ij= [xj−1, xj], hj =xj−xj−1, j= 1,· · ·, N,

where the midpoint is defined byxj−1

2 = (xj−1+xj)/2.

Next, we set

I∗

0 = [x0, x1 2], I

N = [xN−1 2, xN],

I∗

i = [xi−1 2, xi+

1

2],(i= 1,2,· · ·, N−1),

then all I∗

i(i = 0,1,2,· · ·, N) compose the dual partition

T∗

h of Th. All Ii∗,(i = 0,1,2,· · · , N) are called control

volumes. Denote

σ={Ij : 1≤j≤N

} ,

Sσ(k)(I)=

{

v∈L2(I) :v|Ij ∈Pk, j= 1,2,· · · , N−1

} ,

wherePk denotes the set of polynomial of degree less than

or equal tok.

S(k)(I) =∪

σ

S(σk)(I).

Let

Sσ,E(k)(I) ={v∈Sσ(k)(I) :v(a+) =v(b−) = 0

} ,

SE(k)(I) =

σ

Sσ,E(k)(I).

LetUh be the trial space defined onTh ([3], [9]),

Uh={v∈C(I) :v|Ii is linear andv(a) =v(b) = 0

} ,

andVh be the test space defined onTh∗,

Vh=

{

v∈L2(I) :v|I∗

j is constant andv(a) =v(b) = 0

} .

H1 0(I) =

{

v|v∈H1(I), I = [a, b], v(a) =v(b) = 0}.

III. DESCRIPTION OF THE ALGORITHM

A. Characteristics Finite Volume Element Method

Let

ψ(x) = [c2(x) +b2(x)]1/2, (3)

and let the characteristic direction associated with the oper-atorcut+buxbe denoted by τ=τ(x), where

∂ ∂τ(x) =

c(x)

ψ(x)

∂ ∂t+

b(x)

ψ(x)

∂x. (4)

Then, equation (1a) – (1c) can be written in the equivalent form

ψ(x)∂u

∂τ− ∂ ∂x(a(x)

∂u

∂x) =f x∈I, t∈(0, T],(5a) u(x, t) = 0x∈∂I t∈(0, T], (5b)

u(x,0) =u0(x)x∈I. (5c)

Multiplying the equation of (5a) by any v ∈ V =SE(k)(I)

and applying Green formula, the variational problem in accordance with (5a)–(5c) is: find u ∈ H1

0 ∩Hr+1 such

that

(ψ∂u

∂τ, v) +A(u, v) = (f(u), v)∀ v∈V, (6a)

u(x,0) =u0(x), (6b)

where

A(u, v) =

I

a∂u ∂x

∂v ∂xdx

=

N

i=1

∫ xi

xi−1

a u′vdx+ N−1

i=1

u′(x

i) [v(x+i )−v(x − i )].

We consider a time step∆t and approximate the solution

at times tn = nt, n = 1,2,· · · , M, t = T

M. The characteristic derivative will be approximated basically in the following manner:

ψ(x)∂u

∂τ ≈ψ(x)

u(x, tn)ux, tn−1) [(x−¯x)2+ (∆t)2]1/2

=c(x)u(x, t

n)ux, tn−1)

∆t , (7)

wherex¯=x−b(x)∆t/c(x).

The characteristics finite volume element method for (6a) and (6b) is defined as follows: for anyv∈Vh, findunh∈Uh

(n= 1,2,· · ·, M) such that

(cu

n h−u¯n−h 1

∆t , v) +A(u

n

h, v) = (f(unh), v), (8a)

u0h=u0h, (8b)

where

uhn =uh(tn), u¯hn−1=uh(¯x, tn−1) =uh(x−

b(x)

c(x)∆t, t

n−1).

It is obvious that (8a) and (8b) determine{un

h} uniquely in

(3)

B. Two-grid Technique Based on the Newton Method

To solve the nonlinear system (8a) and (8b), we use the Newton iterative method. The basic ingredient in our approach is the coarse grid UH(⊂Uh⊂H01(I))defined on

a coarser quasi-uniform partition (with mesh sizeH > h) of I. With the heuristic method of Taylor expansion, we have

{ un

h≈ubnh=uHn +enh+enH,

f(un

h)≈f′(unH)enh+

1

2f′′(unH)(enh)2.

(9)

Then, the two-grid algorithm can be given as follows:

Algorithm:Find bun

h =unH+enh+enH such that

1. un H ∈UH,

      

(cu

n H−u¯

n−1

H

∆t , v) +A(u

n H, v)

= (f(un

H), v) ∀v∈VH,

u0

H=u0H.

(10)

2. en h∈Uh,

                  

(ce

n h−e¯

n−1

h

∆t , v) +A(e

n h, v)

−(f′(un

H)enh, v) = (f(unH), v)

−(cu

n H−u¯

n−1

H

∆t , v) −A(un

H, v) ∀v∈Vh,

e0

h=e0h.

(11)

3. en H∈UH,

            

(ce

n

H−e¯n−H 1

∆t , v) +A(e

n H, v)

−(f′(un H)enh, v)

=12(f′′(un

H)(enh)2,v)∀v∈VH,

e0

H =e0H.

(12)

Nonlinear system (6a) and (6b) on the fine grid is reduced to solve a small nonlinear system on coarse-grid∆H and a linear system on the fine-grid∆h. In step 3, a further coarse grid correction is performed, the linearized operator used in this step is based on the first coarse grid approximation Un

H, such a correction indeed improves the accuracy of the

approximation solution.

IV. ERROR ESTIMATES

A. Error Estimates for the Characteristics Finite Volume Element Method

Define interpolating operator Πh:H01→Uh by

Πhu= N−1

j=1

u(xj)φj(x),

and interpolating operator Π∗

h:H01→Vh by

Π∗ hu=

N−1

j=1

u(xj)ωj(x),

whereφj(x)and ωj(x) is the basis ofUhand Vh,

respec-tively.

The following approximation property is well known [3], [9].

∥v−χ∥0,p+h∥v−χ∥1,p≤c∥v∥2,ph2

∀v∈H2H1

0,2≤p <∞. (13)

Setωh:[0, T]→Uh,η=u−ωh, ξ=uh−ωh, then u−

uh = η −ξ. It is well known [10], for p = 2 or ∞ and

1≤s≤r+ 1

∥η∥Lp(0,T;L2(I))+h∥η∥Lp(0,T;H1(I))

≤C∥u∥Lp(0,T;Hs(I))hs, (14)

forp= 2 and1≤s≤r+ 1

∥∂η

∂t∥L2(0,T;H−1(I))+h∥

∂η

∂t∥L2(0,T;L2(I)) ≤C∥∂u

∂t∥L2(0,T;Hs−1(I))h

s−1. (15)

Now we estimate the errors bounds for u−uh. It is

sufficient to estimateξ for the relations of (14) and (15).

Theorem 4.1: Let u and uh be the respective solution of

(6a)–(6b) and (8a)–(8b), under assumptions (2a)–(2e), we have the error estimate

max 1≤n≤M∥u

nun h∥ ≤C

(

∆t∥∂

2u

∂τ2∥L2(0,T;L2)

+h2(∥u∥L∞(0,T;H2(I))+∥

∂u

∂t∥L2(0,T;H2(I)) ))

≤C(∆t+h2). (16)

Proof. At t =tn, a calculation shows that for anyv V h,

we have

(cξ

nξn−1 ∆t ,Π

hξn) +A(ξn,Π∗hξn)

= ((ψ∂u ∂τ)

ncun−u¯n−1

∆t ,Π

∗ hξn)

+(cη

nηn−1 ∆t ,Π

hξn) + (c

ηn−1η¯n−1 ∆t ,Π

∗ hξn)

−(cξ

n−1ξ¯n−1 ∆t ,Π

∗ hξn)

+(f(un)−f(unh),Π ∗

hξn). (17)

By the Taylor expansion at any point to give

f(un(x))−f(unh(x)) =f ′

(uenh(x))(un(x)−unh(x)), (18)

for some valueuen

h(x). Then we have

(f(un(x))−f(unh(x)),Π ∗ hξn)

= (f′(

e

unh(x))(un(x)−unh(x)),Π∗hξn)

= (f′(

e un

h(x))ηn,Πh∗ξn)−(f′(eunh(x))ξn,Π∗hξn).(19)

Combining (17)–(19), we know that

(cξ

nξn−1 ∆t ,Π

hξn) +A(ξn,Π∗hξn)

= ((ψ∂u ∂τ)

ncun−u¯n−1

∆t ,Π

∗ hξn)

+(cη

nηn−1 ∆t ,Π

hξn) + (c

ηn−1η¯n−1 ∆t ,Π

∗ hξn)

−(cξ

n−1ξ¯n−1 ∆t ,Π

hξn) + (f′(uenh(x))ηn,Π∗hξn)

−(f′(

e

unh(x))ξn,Π∗hξn)≡

6

i=1

Si. (20)

Let us introduce the discreteH1semi-norm andL2norm,

for anyuh∈Uh

|uh|1=

( ∫

I

(u′h)2dx

)1/2 =

(N

j=1

(uj−uj−1)2/hj

)1/2

(4)

∥uh∥=

( ∫

I

(uh)2dx

)1/2 =

(N

j=1 (uj)2hj

)1/2

.

We notice that the semi-norm |.|1 and the norm ∥.∥1 are

equivalent in the space H1 0.

Lemma 4.1: The discrete bilinear form A(ξn,Π∗ hξn) is

positive definite, i.e. there existsα0>0independent of the

space Uh such that

A(ξn,Π∗

hξn)≥α0∥ξn∥21 ∀ ξn∈Uh. (21)

Proof. First note that

A(ξn,Π∗ hξn) =

N−1

j=1

ξjnA(ξn, ωj)

=

N−1

j=1

ξjn

[ aj−1

2 (ξn

j −ξnj−1)

hj

−aj+1 2

(ξn

j+1−ξjn)

hj+1

]

=

N−1

j=1

aj−1 2

(ξn

j)2−ξjnξj−n 1

hj

N

j=2

aj−1 2

(ξn

j −ξj−n 1)ξj−n 1

hj

. (22)

Next, taking the fact ξn

0 =ξNn = 0in the above relation, we

have

A(ξn,Π∗ hξn) =

N

j=1

aj−1 2

(ξn

j −ξj−n 1)2

hj

.

Then we complete the proof.

Lemma 4.2: LetΠ∗

hbe interpolating operator, then we get

(ξn,Π∗ hξn)≥

1 2(ξ

n, ξn) ξnU

h. (23)

We can estimate the left terms of (20) by Lemmas 4.1 and 4.2.

(cξ

nξn−1 ∆t ,Π

hξn) +A(ξn,Π∗hξn)

≥ 1

4∆t [

(cξn, ξn)−(cξn−1, ξn−1)]+a0∥ξn∥21. (24)

and use the results provided in [10] to the right termsS1−S4,

we have

|S1| ≤C∥

∂2u

∂τ2∥ 2

L2 (I×[tn−1

, tn])∆t+∥ξn∥2. (25)

|S2| ≤C 1 ∆t

∫ tn

tn−1

∥∂η

∂t∥−1dα· ∥Π

∗ hξn∥1

≤ε∥ξn∥21+

C

∆t∥ ∂η ∂t∥

2

L2(tn−1,tn;H−1). (26)

|S3| ≤C∥ηn−1∥2+a0 4 ∥ξ

n2

1. (27)

|S4| ≤C∥ξn−1∥2+a0 4 ∥ξ

n2

1. (28)

for any positive constant ε. Following the assumption (2b), we have

|S5| ≤C∥ηn∥2+∥ξn∥2. (29)

|S6| ≤C∥ξn∥2. (30)

Choosing properε, combing (25)–(30) to have the relation

1 4∆t

{

(cξn, ξn)−(cξn−1, ξn−1)

}

+a0 4 ∥ξ

n2 1

≤C

{

∥ξn∥2+∥ξn−1∥2+∥∂

2u

∂τ2∥ 2

L2(tn−1, tn;L2)∆t

+ 1 ∆t∥

∂η ∂t∥

2

L2(tn−1,tn;H−1)+∥ηn∥2+∥ηn−1∥2

} . (31)

It is easy to see that ξ0 = 0, multiplying (31) by 2∆t,

summing overn, and apply the discrete Gronwall Lemma, it follows that

max 1≤n≤M∥ξ

n2+a

0∥ξn∥21∆t

≤C

{ ∥∂

2u

∂τ2∥ 2

L2 (0, T;L2

)(∆t) 2

+∥∂η ∂t∥

2

L2(0, T;H−1)+∥η∥2L(0, T;L2)

}

≤C

{ ∥∂

2u

∂τ2∥ 2

L2(0, T;L2)(∆t)2+

( ∥u∥2

L∞(0, T;H2(I))

+∥∂u ∂t∥

2

L2(0, T;H1(I))

) h4

}

. (32)

Which together withunun

h =ηn−ξn, (13) and (14) yield

the desired result (16).

An optimal error estimate for unun

h in H1(I) can be

derived in a similar fashion, starting from the test function

v = Π∗ h

(ξn−ξn−1)

∆t in (17). Then we have the following theorem.

Theorem 4.2: Let u and uh be the respective solution of

(6a)–(6b) and (8a)–(8b), under the assumptions (2a)–(2e). We have the error estimates

max 1≤n≤M∥u

nun h∥1≤C

(

∆t∥∂

2u

∂t2∥L2(0,T;L2)

+h(∥u∥L∞(0,T;H2(I))+∥

∂u

∂t∥L2(0,T;H1(I))) )

≤C(∆t+h). (33)

B. Error Estimates on Two-grid Technique

The two-grid technique is based on two different spaces defined respectively on one coarse grid with size H and one fine grid with size h, and h≪ H. This scheme is an economic and graceful method because of the nonlinear iteration only on the coarse grid, on the fine grid given a simpler, linear system. At last a further coarse grid correction is performed.

Lemma 4.3: For any uH ∈H01(Ω), the following

prop-erty is satisfied

1. LuHω ≡c

ωn

H−ω¯n−H 1

∆t −

∂ ∂x(a(x)

∂ω ∂x)−f

(un H)ω :

H01(Ω)∩H2(Ω)7→L2(Ω), then we have

∥ω∥2≤C∥LuHω∥ ∀ ω∈H

1

0(Ω)∩H2(Ω).

2. If∆t is sufficient small, then there isC(∆t),

sup

χ∈Vh

BH(ωhn, χ)

(5)

where BH(ωhn, ψ) = (c

ωn

h−ω¯hn−1

∆t , ψ) + A(ω

n h, ψ) −

(f′(un

H)ωnh, ψ).

Theorem 4.3: Letun

hbe the solution of (8a)–(8b), we have

the error estimate relation

∥unh−(unH+ehn)∥1≤C(∆t)H4. (34)

Proof.

BH(unh, χ) = (c

un

h−u¯n−h 1

∆t , χ)

+A(unh, χ)−(f′(unH)unh, χ)

= (f(unh), χ)−(f′(unH)unh, χ). (35)

BH(unH+enh, χ) = (c

un H−¯u

n−1

H

∆t , χ) +A(u

n H, χ)

−(f′(un

H)unH, χ) + (f(unH), χ)

−(cu

n

H−u¯n−H 1

∆t , χ) +A(u

n H, ψ)

= (f(unH), χ)−(f′(unH)unH, χ). (36)

Combining (35) and (36), we get

BH(unh−(unH+enh), χ)

= (f(un

h)−f(unH)−f′(unH)(unh−unH), χ)

= (b(unh−unH)2, χ), (37)

where b=∫01(1−t)f′′(un

H+t(unh−unH))dt.

Applying the H¨older inequality and embed theorem, we have

(b(unh−unH)2, χ)

≤C∥un

h−unH∥20,p

2∥χ∥0,

p p−2

≤C∥unh−unH∥20,p∥χ∥1. (38)

From the lemmas 4.1 and 4.3, it yields to

∥unh−(unH+ehn)∥1≤C(∆t)H4.

Lemma 4.4: For any v ∈ Vh the following relation is

satisfied

BH(bunh, v)

= (f(unH)−f′(unH)unH+

1 2f

′′(un

H)(enh)2, v)

−1

2(f

′′

(unH)(enh)2, v−ΠHv). (39)

Proof. By the definition of ΠH andenH , we can get

BH(enH, v) =BH(enH,ΠHv) =

1 2(f

′′(un

H)(enh)2,ΠHv).

Then, the result is easily proved.

Lemma 4.5: we can get the following relation BH(unh−bunh, v)

=−1

2(f

′′(un

H)((enh)2−(unh−unH)2), v)

+1 2(f

′′(un

H)(enh)2, v−ΠHv)

+(O(unh−unH)3, v). (40)

Proof. By the definition of BH(unh, v) and T aylortheorem,

we have

BH(unh, v)

= (f(un

H)−f′(unH)unH+

1 2f

′′(un

H)(unh−unH)2, v)

+(O(unh−unH)3, v).

From the lemma 4.3 for anyv∈Vh, we can get

BH(unh−bunh, v) =BH(unh, v)−BH(bunh, v)

=−1

2(f

′′(un

H)((enh)2−(unh−unH)2), v)

+1 2(f

′′(un

H)(enh)2, v−ΠHv) + (O(unh−unH)3, v).

Theorem 4.4: Let un be the solution of (6a)–(6b) and

b un

h =unH+enh+enH, under assumptions (2a)–(2e), we have

the error estimate

max 1≤n≤M∥u

n

b

unh∥ ≤C(∆t)(∆t+h2+H6). (41)

Proof. By the H¨older inequality and the embed theorem

((enh)2−(unh−unH)2, v)

≤ ∥(unh−(unH+enh))(enh+unh−unH)∥0,6 5∥v∥6

≤ ∥(unh−(unH+enh)∥0,3∥enh+unh−unH∥0,2∥v∥0,6

≤ ∥(un

h−(unH+enh)∥1∥enh+unh−unH∥∥v∥1.

From the lemmas 4.1 and 4.3, we have

((enh)2−(unh−unH)2, v)≤C(∆t)H6∥v∥1.

By the Cauchy-Schwarz inequality, (2b) and (13), we have

(f′′(un

H)(enh)2, v−ΠHv)

≤ ∥enh∥2∥v−ΠHv∥

≤CH4∥v−ΠHv∥.

Applying the H¨older inequality and embed theorem, then we can get

(O(unh−unH)3, v)

≤C∥unh−unH∥30,6 5∥v∥0,6

≤C∥unh−uHn∥30,4∥v∥1

≤CH6∥v∥1.

The following relation is satisfied

BH(unh−bunh, v)≤C(∆t)H6∥v∥1+CH4∥v−ΠHv∥. (42)

From the lemma 4.3, we can get

∥unh−buhn∥ ≤C(∆t)H5.

In order to get the estimation ofL2norm, the dual technique

can be applied. Find ω∈H1

0(Ω)∩H2(Ω)such that

nω¯n−1

∆t −

∂ ∂x(a(x)

∂ω ∂x)−(f

(un

H)ω=unh−bunh,

then

∥unh−bunh∥2=BH(unh−ubnh, ω)

=BH(unh−ubnh, ω−ωh) +BH(unh−bunh, ωh).

whereωh is the interpolating function ofω. Noting

BH(unh−bunh, ω−ωh)≤C∥unh−bunh∥1∥ω−ωh∥1

(6)

From the expression of (42), we can get

BH(unh−ubnh, ωh)

≤C(∆t)H6∥ωh∥1+H4∥(I−ΠH)ωh∥

≤C(∆t)H6∥ωh∥2+H4(∥(I−ΠH)ω∥

+H∥ω−ωh∥1)

≤C(∆t)H6∥ω∥2

≤C(∆t)H6un

h−ubnh∥. (43)

From Lemma 4.3, we have

∥unh−ubhn∥ ≤C(∆t)H6.

Combing the Theorem 4.1, we can get the Theorem 4.4. Furthermore, the error estimate forun

h−buhn inH1norm

can be derived easily.

Theorem 4.5: Let un be the solution of (6a)–(6b) and

b un

h=unH+enh+enH, under assumptions (2a)–(2e). we have

the error estimate relation

max 1≤n≤M∥u

n

b

unh∥1≤C(∆t)(∆t+h+H5). (44)

V. NUMERICAL EXAMPLE

To illustrate the effectiveness of the two-grid linearization, we examine the following simple test problem:

∂u ∂t+

∂u ∂x−

∂ ∂x

( a(x)∂u

∂x )

=−u2+G(x, t),(45a)

u(0, t) = 1, u(1, t) = 0, (45b)

u(x,0) = 1−x, (45c)

whereI = [0,1],T = 0.2 anda(x) = 0.001. The function G(x, t) is determined by the exact solution u(x, t) = (1− x)ext.

We solve (45a)-(45c) with the two-grid scheme presented in this paper. The parameters are chosen as follows: ∆t = 0.125×10−5,H = 2−3 andh= 2−9.

In order to check up the numerical accuracy of the proposed method, we obtain the nonlinear iteration solution un

h on the fine-grid Uh according to (6a)-(6b). The

numer-ical results of the proposed method, the nonlinear iteration method and the exact solution are presented in Fig 1.

0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 0

0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

exact solution two−grid solution

nonlinear iterative solution

Fig 1∆t= 0.025, T= 0.20

From Fig 1 we can conclude that the two-grid method solution ubn

h has the same accuracy as that of nonlinear

iteration solution un

h. Furthermore, we comprise the L2

error and the costing CPU time. Tables I and II give the L2 error and CPU time of two-grid characteristic finite

volume element method and the nonlinear iterative method, respectively.

From Tables I and II, we can get the two-grid solutionbun h

and nonlinear iterative solution un

h has the same precision,

but the CPU time of two-grid method is much smaller than the nonlinear iterative method. Then the two-grid method is very effective for the nonlinear convection-dominated diffusion equation.

Table I. TheL2 error and costing time of Two-grid method

h H ∥ub

n h−u

∥u∥ Time(s)

2−9 2−3 6

.2×10−3 68′′

Table II. TheL2 error and costing time of nonlinear iterative method

h ∥u

n h−u∥

∥u∥ Time(s)

2−9 7

.1×10−3 166′′

VI. CONCLUSION

In this paper, we use the characteristics finite volume ele-ment method to discrete the nonlinear convection-dominated diffusion equation. The solution of a nonlinear system on the fine space is much expensive, so we employ two-grid approach in our discretization schemes. The solution of a nonlinear system on the fine space is reduced to the solution of a nonlinear system on the coarse space and a linear system on the fine space. Theoretic analysis and numerical experiments are confirmed the effectiveness of the two-grid method for characteristics finite volume element of nonlin-ear convection-dominated diffusion equations. Combing the present method with some stabilization techniques solving Navier-Stokes equations with large Reynolds number and the possible extension of the method to other nonlinear coupling problems will be our further work.

ACKNOWLEDGMENT

The authors would like to thank the editor and anonymous reviewers for their valuable comments and helpful sugges-tions on the quality improvement of our present paper.

REFERENCES

[1] R. A. Adams,Sobolev Spaces.Academic Press, New York, 1975. [2] O. Aybay, L. He, Development of a high-resolution time conservative

finite volume method for large eddy simulation, Engineering Letters, vol. 16, no. 1, pp. 96-103, 2008.

[3] S. C. Brenner, L. R. Scott, The Mathematical Theory of Finite Element Methods, Springer, New York, 2002.

[4] P. Chatzipantelidis, A finite volume method based on the Crouzeix-Raviart element for ellipticP DE′s in two dimensions, Numer. Math., vol. 82, pp. 409-432, 1999.

[5] P. Chatzipantelidis, Finite volume methods for ellipticP DE′s: A new approach, M2AN, Mathematical Modelling and Numerical Analysis, vol. 36, pp. 307-324, 2002.

[6] S. H. Chou, Analysis and convergence of a covolume method for the generalized Stokes problem, Math. Comp., vol. 66, pp. 85-104, 1997. [7] Z. Cai, On the finite volume element method, Numer. Math., vol. 58,

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[8] Z. Cai, J. Mandel, S. Mandel, S. McCormick, The finite volume ele-ment method for diffusion equationson general triangulations, SIAM J. Numer. Anal., vol. 28, pp. 392-402, 1991.

[9] Zhangxin Chen, Finite Element Methods and Their Applications, Springer, New York, 2005.

[10] J. Douglas Jr, T. F. Russell, Numerical methods for convection-dominated diffusion problems based on combining the method of characteristics with finite element or finite difference procedures, SIAM J. Numer. Anal., vol. 19, no. 5, pp. 871-885, 1982.

[11] R. Eymard, T. Gallou¨et, R. herbin, Finite Volume element methods.

Handbook of Numerical Analysis, Vol. VII, North-Holland, Amster-dam, 2000.

[12] R. E. Ewing, R. D. Lazarov, Y. lin, Finite Volume Element Approxi-mations of Nonlocal Reactive Flows in Porous Media.Numer. Methods Partial Differential Equations,vol. 16, pp. 285-311, 2000.

[13] F. Z. Gao, Y. R. Yuan, The upwind finite volume element method based on straight triangular prism partition for nonlinear convection-diffusion problem, Applied Mathematics and Computation, vol. 181, pp. 1229-1242, 2006.

[14] F. Z. Gao, Y. R. Yuan, The characteristic finite volume element method for nonlinear convection-dominated diffusion problem, Computers and Mathematics with Applications, vol. 56, pp. 71-81, 2008.

[15] G. Kossioris, C. Makridakis, P. E. Souganidis, Finite volume schemes for Hamilton-Jacobi equations. Numer. Math., vol. 83, pp. 427-442, 1999.

[16] R. D. Lazarov, D. Mishev, P. S. Vassilevski, Finite volume methods for convection-diffusion problems, SIAM J. Numer. Anal., vol. 33, pp. 31-55, 1996.

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[18] R. H. Li, Z. Y. Chen, W. Wu, Generalized Difference Methods for Differential Equations: Numerical Analysis Of Finite Volume Methods, Marcel Dekker, New York, 2000.

[19] I. D. Mishev, Finite volume element methods for non-definite problems, Numer. Math., vol. 83, pp. 161-175, 1999.

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Chapman℘Hall, vol. 43, pp. 1224–1238, 1996.

[21] M. Marion, J. Xu, Error estimates on a new nonlinear Galerkin method based on two-grid finite elements, SIAM J. Numer. Anal., vol. 32, pp. 1170-1184, 1995.

[22] M. Plexousakis, G. E. Zouraris, On the construction and analysis of high order locally conservative finite volume-type methods for one-dimensional elliptic problems, SIAM J. Numer. Anal., vol. 42, no. 3, pp. 1226-1260, 2004.

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problems, SIAM J. Numer. Anal., vol. 29, pp. 303-319, 1992. [26] J. Xu, A novel two-grid method for semilinear equations, SIAM J.

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