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. 2018 Oct 19;2018(1):284. doi: 10.1186/s13660-018-1880-y

Error estimates of finite element methods for fractional stochastic Navier–Stokes equations

Xiaocui Li 1,, Xiaoyuan Yang 2
PMCID: PMC6208620  PMID: 30839715

Abstract

Based on the Itô’s isometry and the properties of the solution operator defined by the Mittag-Leffler function, this paper gives a detailed numerical analysis of the finite element method for fractional stochastic Navier–Stokes equations driven by white noise. The discretization in space is derived by the finite element method and the time discretization is obtained by the backward Euler scheme. The noise is approximated by using the generalized L2-projection operator. Optimal strong convergence error estimates in the L2-norm are obtained.

Keywords: Fractional stochastic Navier–Stokes equations, Finite element method, Error estimates, Strong convergence

Introduction

Fractional calculus has been widely used in various applications in science and engineering. It can successfully describe many phenomena in physics, engineering, biology, chemistry, and even economics. Fractional differential equations are more appropriate for the description of memorial and hereditary properties of various materials and processes than the previously used integer order models, and, as a result, a number of numerical techniques for fractional differential equations have been developed and their stability and convergence have been investigated, see, e.g., [111]. Besides, many works have been done theoretically or numerically on the stochastic differential equations [1224].

Fractional Navier–Stokes equations (FNSEs) are widely regarded as some of the most fascinating problems in fluid mechanics, in particular, they could even lead to a better understanding of the physical phenomena and mechanisms of turbulence in fluids [25]. Furthermore, the presence of noises could give rise to some statistical features and important phenomena, for example, a unique invariant measure and ergodic behavior driven by degenerate noise have been established. At the same time, the stochastic perturbations cannot be avoided in a physical system, sometimes they even cannot be ignored. Hence fractional stochastic Navier–Stokes equations have been proposed, which display the behavior of a viscous velocity field of an incompressible liquid and have wide application value in the fields of physics, chemistry, population dynamics, and so on [2628].

This article is devoted to the study of the error estimates of the finite element method for the incompressible fractional stochastic Navier–Stokes equations

{ut+BαLu+uu+p=W˙,in Ω×[0,T],u=0,in Ω×[0,T],u(x,0)=u0,in Ωu=0,on Ω×[0,T], 1.1

where ΩR2 is a bounded and connected polygonal domain, u represents the velocity field, p is the associated pressure, u0 is the initial velocity and the right-hand side term denotes the white noise, Lu=u; Bα:=RDt1α is the Riemann–Liouville fractional derivative in time defined for 0<α<1 by

Bαφ(t):=tIαφ(t):=t0tωα(ts)φ(s)dswith ωα(t):=tα1Γ(α), 1.2

where Iα is the temporal Riemann–Liouville fractional integral operator of order α.

The above-mentioned problem has many physical applications in various areas. Particularly, when α=1, problem (1.1) reduces to the classical stochastic Navier–Stokes equations, numerical approximations of which have been carried out by the authors [29, 30]. For the fractional stochastic Navier–Stokes equations, the well-posedness has been studied in [26, 27]. So far, for most fractional stochastic differential equations, it is very difficult to get exact solutions, so it is necessary to propose numerical methods. However, to the best of our knowledge, numerical analysis of such a problem for fractional stochastic Navier–Stokes equations is missing in the literature. Therefore, this article aims to fill the gap, by studying and obtaining the strong convergence approximations of fractional stochastic Navier–Stokes equations like (1.1).

In this article, our goal is to give some detailed numerical analysis of the finite element method for problem (1.1). Because the mild solution of fractional stochastic Navier–Stokes equations is provided by the solution operator E(t) defined through the Mittag-Leffler function, it is different from the classic stochastic Navier–Stokes equations related to the analytic semigroup eΔt. The properties of the semigroup and the semigroup theory have been studied in detail in [31, 32]. However, for the solution operator E(t), as far as we are know, similar properties are less studied. The novelty of this paper is to derive the properties of the solution operator E(t) which is defined through the Mittag-Leffler function and establish the Hölder regularity of the weak solutions for fractional stochastic Navier–Stokes equations. Firstly, we deduce some regularity results and stability properties of E(t) which play a key role in the error analysis. The discretization in space is derived by the finite element method and the time discretization is obtained by the backward Euler scheme. Based on the error estimates for the corresponding deterministic problem and Itô isometry, finally the strong convergence error estimates for the fully discrete schemes of fractional stochastic Navier–Stokes equations are obtained.

The structure of this paper is as follows: In Sect. 2, we introduce some preliminaries and notations, as well as give the definition of the Mittag-Leffler function. In Sect. 3, we give the semidiscrete Galerkin approximations in space and then obtain the fully discrete scheme. In Sect. 4, we present several lemmas about the operator E(t) which play a crucial role in the proof of the error estimate. Finally, in Sect. 5, we will give the fully discrete error estimates for the fractional stochastic Navier–Stokes equations.

Preliminaries

Throughout the paper, we denote by C a constant that may not be of the same form from one occurrence to another, even in the same line. In this section, we introduce some notations and some important preliminaries.

Let U and H be the norms of separable Hilbert spaces U and H, respectively. Let L(U,H) denote the space of bounded linear operators from U to H, and let L2(U,H) be the space of Hilbert–Schmidt operators with norm

TL2(U,H)2:=k=1TekH2<,

where {ek}k=1 is an orthonormal basis of U. If U=H, then L(U)=L(U,U) and HS=L2(U,U).

Let {Th} be a regular family of triangulations of Ω with hk=diam(K), h=maxKThhK, and let Vh denote the space of piecewise linear continuous functions with respect to Th which vanish on Ω. Hence, VhH01(Ω)=H˙1={vL2(Ω),vL2(Ω),v|Ω=0}. The norms in the Sobolev spaces Hs(Ω), s0, are denoted by s. And we assume that a family {Vh} of finite-dimensional subspaces of H01 is such that, for some integer r2 and small h (cf. [31]),

infχVh{vχ+h(vχ)}Chsvs,for 1sr, 2.1

vHsH01, where Hs denotes the Sobolev space of order s.

Let (Ω,F,P) be a probability space and let E be the expectation. For any Hilbert space, we define

L2(Ω;H)={v:EvH2=Ωv(w)H2dP(w)<},

with norm vL2(Ω,H)=E(vH2)12.

Let Q be the covariance operator of W(t); QL(U) is a linear, self-adjoint, positive definite, bounded operator with finite trace, i.e., Tr(Q)<, where Tr(Q) denotes the trace of Q. The stochastic process W(t) is a U-valued Q-Wiener process with respect to the filtration {Ft}t0 if

  • (i)

    W(0)=0,

  • (ii)

    W has independent increments,

  • (iii)

    W has continuous trajectories (almost surely),

  • (iv)

    W(t)W(s), 0st, is a U-valued Gaussian random variable with zero mean and covariance operator (ts)Q,

  • (v)

    {W(t)}t0 is adapted to {Ft},

  • (vi)

    the random variable W(t)W(s) is independent of Fs for all fixed s[0,t].

It is known (see, e.g., Sect. 2.1 in [33]) that for a given Q-Wiener process satisfying (i)–(iv) one can always find a normal filtration {Ft}t0 so that (v)–(vi) hold. Suppose that {(γj,ej)}j=1 are the eigenpairs of Q with orthonormal eigenvectors and {βj(t)}j=1 are real-valued mutually independent standard Brownian motions. Then W(t) has the orthogonal expansion

W(t)=j=1γj1/2βj(t)ej.

It is then possible to define the stochastic integral 0tψ(s)dW(s) together with Itô’s isometry,

E0tψ(s)dW(s)H2=0tEψ(s)Q1/2L2(U,H)2ds. 2.2

The operator Ph:L2(Ω)Vh denotes the projection operator defined by

(Phv,χ)=(v,χ),vL2(Ω),χVh. 2.3

For the reader’s convenience, the definition of Mittag-Leffler function will be provided. We shall use the extended Mittag-Leffler function Eα,β(z) [25] defined by

Eα,β(z)=k=0zkΓ(kα+β),zC,

where Γ() is the standard Gamma function defined as

Γ(z)=0tz1etdt,(z)>0.

Discretization of fractional stochastic problem

Let Π be the divergence-free projection operator of the Helmholtz decomposition (cf., [34, 35]). In order to consider a velocity u satisfying P-a.s. (almost surely) u=0, we project the fractional stochastic Navier–Stokes equation onto the space of divergence-free vector fields, thereby removing the pressure p(x,t). Then, applying the Helmholtz projection Π on both sides of Eq. (1.1), we obtain

ut+BαAu+B(u,u)=W˙,in Ω×[0,T], 3.1

where A=ΠΔ, B(u,u):=Π((u)u). The bilinear operator B(,) satisfies the following inequality (cf., [36, 37]):

B(u(s),u(s))Cu(s)u(s)1, 3.2

which has important applications when establishing strong convergence error estimates for the fully discrete schemes of fractional stochastic Navier–Stokes equations.

We shall assume that

u(s)M1,u(s)1M2,0sT.

Also we assume that the operator A is self-adjoint and there exist eigenvectors φj corresponding to eigenvalues λj such that (cf., [28, 29])

Aφj=λjφj,jN+.

In a standard way, the fractional powers As, sR, of A are introduced by

Asv=j=1λjs(v,φj)φj,D(As/2)={vH:As/2v2=j=1λjs(v,φj)2<}.

Let H˙s=D(As/2) with its norm denoted by

vs=As/2v=(j=1λjs(v,φj)2)1/2,vH˙s. 3.3

Now we introduce the operator E(t) by

E(t)v=j=1Eα,1(λjtα)(v,φj)φj,vH˙s, 3.4

where α(0,1) denotes the Caputo fractional derivative of order α and Eα,1 is the Mittag-Leffler function.

By making use of time fractional Duhamel’s priciple [3840], the solution u(t) of (3.1) at time t=tn can be written as

u(tn)=E(tn)u00tnE(tns)B(u(s),u(s))ds+0tnE(tns)dW. 3.5

Let Ah:VhVh denote the discrete analogue of the operator A, i.e.,

(Ahψ,χ)=(ψ,χ),ψ,χVh.

Then the semidiscrete problem corresponding to (3.1) is to find the process uh(t)Vh such that

uht+BαAhuh+PhB(uh,uh)=PhW˙,with uh(0)=Phu0. 3.6

The operator Eh(t) is introduced by

Eh(t)vh=j=1Eα,1(λjhtα)(v,φjh)φjh,vhXh, 3.7

where {λjh}j=1N and {φjh}j=1N are respectively the eigenvalues and eigenfunctions of the discrete Laplace operator Ah. Then the semidiscrete problem (3.6) has the abstract integral equation given by

uh(tn)=Eh(tn)Phu00tnEh(tns)PhB(uh(s),uh(s))ds+0tnEh(tns)PhdW.

For a fixed time step size Δt>0, we put tn=nΔt and define a piecewise-constant approximation Uhnu(tn) by applying the DG method [4143], namely

UhnUhn1+tn1tnDt1αAUh(t)dt+tn1tnB(Uh,Uh)ds=tn1tndWfor n1,U0=Phu0, 3.8

where Uhn=Uh(tn)=limttnUh(t) denotes the one-sided limit from below at the nth time level. Thus, Uh(t)=Uhn for tn1<ttn. A short calculation shows that

tn1tnDt1αAUh(t)dt=Δtαj=1nβnjAUhj,

with

β0=Δtαtn1tn(tnt)α1Γ(α)dt=1Γ(1+α),

and, for j1,

βj=Δtαtnj1tnj(tnt)α1(tn1t)α1Γ(α)dt=(j+1)α2jα+(j1)αΓ(1+α).

Then, the fully discrete mild formulation for (3.1) can be obtained as

Uhn=Bn,hPhu0k=1ntk1tkBnk+1,hPhB(Uhk1,Uhk)ds+k=1ntk1tkBnk+1,hPhdW, 3.9

where the detailed definition of Bn,h can be found in [44].

Some important lemmas for operator E(t)

In order to give the error estimates for the stochastic fractional problem, we will derive some lemmas for operator E(t).

The following lemma presents the stability and smoothing estimate for operator E(t), which play a key role in the error analysis of FEM approximations.

Lemma 4.1

([3])

For α(0,1), we have the following estimates:

(Dtα)E(t)vpCtα(+pq2)vq,t>0, 4.1

where, for =0, 0qp2, and, for =1, 0pq2 and qp+2.

Next, several important properties of the Mittag-Leffler function Eα,β() will be given.

Lemma 4.2

([45])

For λ>0, α>0 and a positive integer mN, it holds

dmdtmEα,1(λtα)=λtαmEα,αm+1(λtα).

In particular, if m=1, we obtain

ddtEα,1(λtα)=λtα1Eα,α(λtα).

The following estimates are crucial for the error analysis in the sequel.

Lemma 4.3

Let

E(t)v=j=1tα1Eα,α(λjtα)(v,φj)φj.

Then, for all t>0, we have

E(t)vpC{ct1+α(1+qp2)vq,p2qp,ct1+αvq,p<q. 4.2

Besides, we get

ddtE(t)v=AE(t)v. 4.3

Proof

For the proof of (4.2), we refer to [3] and omit it here. Subsequently, we will give the detailed proof of equality (4.3). By virtue of Lemma 4.2, we have

ddtE(t)v=ddtj=1Eα,1(λjtα)(v,φj)φj=j=1(λj)tα1Eα,α(λjtα)(v,φj)φj=AE(t)v,

which completes the proof. □

Next we will derive the properties of operator E(t) which will be used throughout this paper.

Lemma 4.4

Let 0μ1, 0α1. Then there exists a constant C such that

  • (i)

    AμE(t)Ctμα.

  • (ii)

    Aμ(E(t)I)Ctμα.

Proof

Firstly, we prove (i). By Lemma 4.1, with =q=0, p=2μ, one has

AμE(t)φ=E(t)φ2μCtμαφ,

which gives

AμE(t)Ctμα.

The proof of (i) is completed.

For (ii), by making use of (4.3), we obtain

E(t)vv=0tAE(s)vds=0tA1μE(s)Aμvdsc0ts1+μαAμvdsctμαAμv,

the second to last inequality of which is derived from (4.2) with p=22μ, q=0 in Lemma 4.3. This completes the proof of the lemma. □

In the following, the regularity of the mild solution in time will be given.

Theorem 4.1

(Temporal regularity)

Let u be the solution of (3.1). Then for t1,t2[0,T], 0μ1, 0α1, there exists a constant C such that

u(t1)u(t2)L2(Ω;H)C(t1t2)μα.

Proof

Let 0t1<t2T be arbitrary. By making use of the mild solution formulation (3.5), it can be obtained that

u(t1)u(t2)=(E(t1)E(t2))u00t1E(t1s)B(u(s),u(s))ds+0t2E(t2s)B(u(s),u(s))ds+0t1E(t1s)dW0t2E(t2s)dW=L1+L2+L3,

where

L1=(E(t1)E(t2))u0,L2=0t1E(t1s)B(u(s),u(s))ds+0t2E(t2s)B(u(s),u(s))ds,L3=0t1E(t1s)dW0t2E(t2s)dW.

In the sequel, each term will be estimated separately.

For the first term L1, by virtue of Lemmas 4.3 and 4.4, one has

L1L2(Ω;H)=(E(t1)E(t2))u0L2(Ω;H)=t1t2E(s)dsu0L2(Ω;H)=t1t2AE(s)dsu0L2(Ω;H)=t1t2A1μE(s)dsAμu0L2(Ω;H)C|t1t2|μαu0L2(Ω;H2μ)C|t1t2|μα. 4.4

The second term L2 can be split into two terms:

L2=0t2(E(t1s)E(t2s))B(u(s),u(s))dst2t1E(t1s)B(u(s),u(s))ds=L21+L22,

where L21 and L22 are estimated as follows.

For L21, by making use of Lemma 4.4, as well as property (3.2) of B(,),

L21L2(Ω;H)=0t2(E(t1s)E(t2s))B(u(s),u(s))dsL2(Ω;H)=0t2t1t2E(τs)B(u(s),u(s))dτdsL2(Ω;H)=0t2t1t2AE(τs)B(u(s),u(s))dτdsL2(Ω;H)=0t2t1t2A1μE(τs)AμB(u(s),u(s))dτdsL2(Ω;H)C(t1t2)μα. 4.5

By Lemma 4.4,

L22L2(Ω;H)=t2t1E(t1s)B(u(s),u(s))dsL2(Ω;H)C(t1t2)μα. 4.6

Similarly, the third term L3 can be written as

L3=0t2(E(t1s)E(t2s))dW+t2t1E(t1s)dW=L31+L32.

By making use of Itô’s isometry and Lemma 4.4, it can be deduced that

L31L2(Ω;H)2=0t2(E(t1s)E(t2s))dWL2(Ω;H)20t2E(t1s)E(t2s)2dsC(t1t2)2μα. 4.7

The term L32 is estimated analogously by using Lemma 4.4, namely

L32L2(Ω;H)C(t1t2)μα. 4.8

Combining (4.4)–(4.8) yields the result. □

Error estimates for the stochastic fractional N–S equations

In this section, we will give the fully discrete error estimates for the stochastic fractional Navier–Stokes equations.

Let en=Uhnu(tn). Then, by (3.9) and (3.5), it can be obtained that

en=[Bn,hPhE(tn)]u0+0tnE(tns)B(u,u)dsk=1ntk1tkBnk+1,hPhB(Uhk1,Uhk)ds+k=1ntk1tkBnk+1,hPhdW0tnE(tns)dW=:I+II+III,

where

I=[Bn,hPhE(tn)]u0,II=0tnE(tns)B(u,u)dsk=1ntk1tkBnk+1,hPhB(Uhk1,Uhk)ds,III=k=1ntk1tkBnk+1,hPhdW0tnE(tns)dW.

Next, each term will be estimated in turn.

In order to prove the main error estimates, we need the following useful conclusions for the corresponding deterministic problem, see [44] for more details.

Lemma 5.1

([44])

Let 0β2, Fn,h=Bn,hPhE(tn). Then

Fn,hC(hβ+k).

The following lemma is the time discrete version with smooth initial data.

Lemma 5.2

([43])

Let Un=Bn,hPhu0, u(tn)=Eh(t)Phu0. Then

Unu(tn)Ctnrα1ΔtAru0,0rmin{2,1/α}.

Remark 5.1

From the above lemma, it is not difficult to find that

Bn,hC,for all n1,h>0.

Firstly, we derive the error estimate of the second term II of the main error en.

Lemma 5.3

Let II be defined as above. For 0<μ<1, 0<α<1, 0β2, there exists a constant C such that

IIL2(Ω;H)Ckμα+C(hβ+k)+Ckk=1nek112.

Proof

The second term II can be split into the following five terms, and each term will be estimated separately.

II=0tnE(tns)B(u(s),u(s))dsk=1ntk1tkBnk+1,hPhB(Uhk1,Uhk)ds=k=1ntk1tkE(tns)B(u(s),u(s))dsk=1ntk1tkE(tns)B(u(tk),u(tk))ds+k=1ntk1tkE(tns)B(u(tk),u(tk))dsk=1ntk1tkE(tntk1)B(u(tk),u(tk))ds+k=1ntk1tkE(tntk1)B(u(tk),u(tk))dsk=1ntk1tkBnk+1,hPhB(u(tk),u(tk))ds+k=1ntk1tkBnk+1,hPhB(u(tk),u(tk))dsk=1ntk1tkBnk+1,hPhB(u(tk1),u(tk))ds+k=1ntk1tkBnk+1,hPhB(u(tk1),u(tk))dsk=1ntk1tkBnk+1,hPhB(Uhk1,Uhk)ds=:II1+II2+II3+II4+II5.

The term II1 is estimated by applying Lemma 4.4 and Theorem 4.1, which yield

II1L2(Ω;H)=k=1ntk1tkE(tns)[B(u(s),u(s))B(u(tk),u(tk))]dsL2(Ω;H)Ck=1ntk1tkB(u(s),u(s)B(u(tk),u(tk))dsCk=1ntk1tk(B(u(s),u(s)B(u(tk),u(s))+B(u(tk),u(s))B(u(tk),u(tk)))dsCk=1ntk1tk(stk)μαdsCkμα. 5.1

For the term II2, by making use of Lemma 4.4 and property (3.2) of B(,), one can arrive at

II2L2(Ω;H)=k=1ntk1tk(E(tns)E(tntk1))B(u(tk),u(tk))dsCk=1ntk1tk(E(tns)E(tntk1))dsCkμα. 5.2

The estimate for II3 is a straightforward application of Lemma 5.1 and property (3.2) of B(,) yielding

II3L2(Ω;H)=k=1ntk1tk(E(tntk1)Bnk+1,hPh)B(u(tk),u(tk))dsCk=1ntk1tk(hβ+k)dsC(hβ+k). 5.3

For the term II4, by virtue of the property of Bnk+1,h in Lemma 5.2 and Theorem 4.1, there holds

II4L2(Ω;H)=k=1ntk1tkBnk+1,hPh(B(u(tk),u(tk))B(u(tk1),u(tk)))dsCk. 5.4

The term II5 is similarly bounded by the property of Bnk+1,h in Lemma 5.2, namely

II5L2(Ω;H)=k=1ntk1tkBnk+1,hPh(B(u(tk1),u(tk))B(Uhk1,Uhk))dsL2(Ω;H)Ckk=1nek112. 5.5

Due to (5.1)–(5.5), we complete the proof. □

Similarly, we consider the error estimate of the third term III.

Lemma 5.4

Let III be defined as above. For 0<μ<1, 0<α<1, 0β2, there exists a constant C such that

IIIL2(Ω;H)C(hβ+kμα).

Proof

The term III can be split into the following terms:

III=k=1ntk1tkBnk+1,hPhdW0tnE(tns)dW=k=1ntk1tk(Bnk+1,hPhE(tntk1))dW+k=1ntk1tk(E(tntk1)E(tns))dW=:III1+III2.

For the term III1, by virtue of Itô’s isometry and Lemma 5.1, it holds

III1L2(Ω;H)2Ck=1ntk1tk(Bnk+1,hPhE(tntk1))2dsC(h2β+k2). 5.6

By Itô’s isometry and Lemma 4.4, the estimate for III2 is obtained as follows:

III2L2(Ω;H)2=k=1ntk1tk(E(tntk1)E(tns))dW2=k=1ntk1tk(E(tntk1)E(tns))2dsCk2μα. 5.7

Hence, by (5.6) and (5.7), the proof is completed. □

Based on the above conclusions, the main theorem of the paper can now be obtained.

Theorem 5.1

Let 0β2, 0μ1, 0α1. Then

Uhnu(tn)L2(Ω;H)C(hβ+kμα).

Proof

First of all, for the term I, by applying Lemma 5.1, it can be obtained that

IL2(Ω;H)C(hβ+kμα). 5.8

Combining with (5.8), Lemma 5.3, Lemma 5.4, we conclude that

enL2(Ω;H)Ckμα+C(hβ+k)+Ckk=1nek112,

by using the discrete Gronwall’s lemma, this yields

Uhnu(tn)L2(Ω;H)C(hβ+kμα),

which completes the proof. □

Acknowledgements

The authors would like to express their sincere gratitude to the anonymous reviewers for their careful reading of the manuscript, as well as comments that lead to a considerable improvement of the original manuscript.

Authors’ contributions

All authors participated in drafting and checking the manuscript, and approved the final manuscript.

Funding

This research is supported by the National Natural Science Foundation of China under grant 61671002 and the Fundamental Research Funds for the Central Universities under grant ZY1821.

Competing interests

The authors declare that they have no competing interests.

Footnotes

Publisher’s Note

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Contributor Information

Xiaocui Li, Email: xiaocuili@mail.buct.edu.cn.

Xiaoyuan Yang, Email: zcws6825@163.com.

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