Skip to main content
Entropy logoLink to Entropy
. 2022 Apr 13;24(4):543. doi: 10.3390/e24040543

A Uzawa-Type Iterative Algorithm for the Stationary Natural Convection Model

Aytura Keram 1, Pengzhan Huang 1,*
Editor: Mikhail Sheremet1
PMCID: PMC9028471  PMID: 35455206

Abstract

In this study, a Uzawa-type iterative algorithm is introduced and analyzed for solving the stationary natural convection model, where physical variables are discretized by utilizing a mixed finite element method. Compared with the common Uzawa iterative algorithm, the main finding is that the proposed algorithm produces weakly divergence-free velocity approximation. In addition, the convergence results of the proposed algorithm are provided, and numerical tests supporting the theory are presented.

Keywords: Uzawa algorithm, natural convection model, weakly divergence-free approximation, convergence

1. Introduction

Arising both in nature and in engineering applications, the natural convection model is a coupled system of fluid flow governed by the incompressible Navier-Stokes equations and heat transfer governed by the energy equation. The natural convection problem has been a hot topic in heat transmission science for a long time, because it has been widely used in many fields of production and life, such as room ventilation, general heating, nuclear reaction systems, fire control, katabatic winds, atmospheric fronts, cooling of electronic equipment, natural ventilation, solar collectors, and so on [1,2,3]. In particular with nanofluids, the literature survey in [4] evidences the parameters governing the flow and heat behavior of fluids under natural convection and reveals that there are very few generalized correlations between heat transfer and wall heating conditions in enclosures.

Due to its practical significance, a considerable amount of researchers have put forward many efficient numerical methods to obtain the solution to this problem in different geometries [5,6,7,8,9,10]. For example, Boland and Layton [6,7] have proposed a Galerkin finite element method for the natural convection problem. Several iterative schemes based on the finite element method for the natural convection equations with different Rayleigh numbers have been studied in [9]. The coupled Navier-Stokes/temperature (or Boussinesq) equations [5] were solved by applying a divergence-free low order stabilized finite element method. A unified analysis approach of a local projection stabilization finite element method for solving natural convection problems was given by [8]. However, there still remain some important but challenging problems, especially solving the model effectively with the strong coupling between the velocity, pressure, and temperature fields and the saddle-point problem arising from finite element discretization.

As is known, the Uzawa method [11] is an efficient iterative algorithm for the saddle-point system. Since it is simple, efficient, and has minimal computer memory requirements, it has been widely used in computational science and engineering [12,13,14,15,16]. In particular, some Uzawa iterative methods were designed for the steady incompressible Navier-Stokes equations [17]. Further, the steady magnetohydrodynamic equations [18] and the steady natural convection equations [19] were solved by applying some Uzawa iterative algorithms. However, in these works, the weakly divergence-free constraint on the velocity was not enforced.

Recently, a Uzawa-type iterative algorithm [20] was designed for the coupled Stokes equations, where no saddle point system was required to be solved at each iteration step, and the weakly divergence-free velocity approximation was shown. Inspired by [20], in this article we propose and analyze a Uzawa-type iterative algorithm for the natural convection problem and obtain a numerical velocity, which satisfies the weakly divergence-free condition.

2. Preliminaries

Let ΩR2 be a bounded domain, which has a Lipschitz continuous boundary Ω with a regular open subset Γ. Consider the following stationary natural convection problem. Seek the velocity u=(u1(x),u2(x)), the pressure p=p(x), and the temperature T(x), such that

p+(u·)uPrΔu=PrRajT,·u=0inΩ, (1)
u=0,onΩ, (2)
κΔT=γu·T,inΩ, (3)
T=0,onΓ,Tn=0,onΩ\Γ, (4)

where γ is the forcing function, n is the outward unit vector, and j=(0,1). In addition, the positive parameter κ presents the thermal conductivity, Pr is the Prandtl number, and Ra is the Rayleigh number.

Next, in order to write the variational form of (1)–(4), we introduce the following necessary function spaces:

M=H01(Ω)2={vH1(Ω)2:v=0onΩ},W=L02(Ω)={qL2(Ω):(q,1)=0},Z={sH1(Ω):s=0onΓ}.

Here, the space L2(Ω) is endowed with L2-scalar product (·,·) and L2-norm ·. In addition, the space H1(Ω) is used to represent the standard definitions for Sobolev spaces Wm,p(Ω), m,p>0.

Moreover, we recall the Poincaré inequality [21] as follows:

vCpv,vM, (5)

where Cp is the Poincaré constant. Next, we denote two trilinear forms by

b1(u;v,w)=((u·)v,w)+12((·u)v,w),b2(u;T,s)=(u·T,s)+12((·u)T,s),

which satisfy the following properties [7,22,23]

|b1(u;v,w)|Nuvw,|b2(u;T,s)|N¯uTs, (6)

for all u,v,w,M and T,sZ. Here, N and N¯ are two fixed positive constants.

With the above notations, the weak form of (1)–(4) reads as: find (u,p,T)M×W×Z such that

Pr(u,v)+b1(u;u,v)(p,·v)=PrRa(jT,v),vM, (7)
(·u,q)=0,qW, (8)
κ(T,s)+b2(u;T,s)=(γ,s),sZ. (9)

The following existence and uniqueness of the solution to (6) are classical results.

Theorem 1

([7,19]). There exists at least a solution (u,p,T)M×W×Z, which satisfies (7)–(9) and

Tκ1γ1,uCp2Raκ1γ1,

where γ1=supsZ|(γ,s)|s. Further, if Pr, Ra, κ, and γ satisfy the uniqueness condition

0<Pr1Λ+Λ¯<1,

where Λ=Cp2RaNκ1γ1 and Λ¯=Cp2RaN¯κ2γ1, then the solution (u,p,T) of (7)–(9) is unique.

Next, we consider a family of quasi-uniform and regular triangulations Kh={K:KΩK¯=Ω¯} with mesh size h, which is a partition of the domain Ω. Then, we assume that the finite element subspace Mh×Wh×ZhM×W×Z

Mh={vMC0(Ω¯)2:vKP2(K)2,KKh},
Wh={qWC0(Ω¯):qKP1(K),KKh},
Zh={sZC0(Ω¯):sKP2(K),KKh},

where Pi(K), i=1,2 is the set of all polynomials on K of a degree no more than i. As is known, the finite element subspaces Mh×Wh satisfy the following discrete inf-sup condition [21]; for each qWh, there exists vMh,v0 such that infqWhsupvMh|(·v,q)|vqβ, where the constant β(0,1] is proven in [24].

Moreover, according to the above definition of the finite element subspaces, the finite element approximation for (7)–(9) is to seek (uh,ph,Th)Mh×Wh×Zh such that

Pr(uh,v)+b1(uh;uh,v)(ph,·v)=PrRa(jTh,v),vMh, (10)
(·uh,q)=0,qWh, (11)
κ(Th,s)+b2(uh;Th,s)=(γ,s),sZh. (12)

The following theorem is established for the stability of the finite element discretization.

Theorem 2

([6,9,25]). Under the assumptions of Theorem 1, the finite element discretization (10)–(12) has at least a solution (uh,ph,Th)Mh×Wh×Zh, such that

uhCp2Raκ1γ1,Thκ1γ1.

3. A Uzawa-Type Iterative Algorithm

In this section, we present a Uzawa-type iterative algorithm for solving the considered problem. Before showing the algorithm, we recall the common Uzawa iterative algorithm based on the mixed finite element method as follows Algorithm 1.

According to the above algorithm, we find that (·uhn+1,q)0, which means that the divergence-free constraint on the velocity is not weakly enforced. In fact, from the finite element approximation (10)–(12), we have (·uh,q)=0. Although it will result in a saddle problem, it produces weakly divergence-free velocity approximation. Hence, it is interesting to design a Uzawa-type iterative algorithm, which does not only retain the benefits of the common Uzawa iterative algorithm but also retains the velocity in a weakly divergence-free condition.

Algorithm 1: Uzawa iterative algorithm [19].
  • Step 1. Find initial guess (uh0,ph0,Th0)Mh×Wh×Zh by
    Pr(uh0,v)(ph0,·v)=PrRa(jTh0,v),vMh,(·uh0,q)=0,qWh,κ(Th0,s)=(γ,s),sZh.
  • Step 2. Given a relaxation parameter ρ>0, find (uhn+1,phn+1,Thn+1)Mh×Wh×Zh as solution of
    Pr(uhn+1,v)+b1(uhn;uhn+1,v)(phn,·v)=PrRa(jThn+1,v),vMh,(phn+1,q)=(phn,q)ρ(·uhn+1,q),qWh,κ(Thn+1,s)+b2(uhn;Thn+1,s)=(γ,s),sZh.

In order to make the velocity of Uzawa algorithm have a weakly divergence-free property, let g be a gauge variable [26] and d be a variable, such that u=d+g. If g and p satisfy an elliptic equation PrΔg=p, then (1)–(4) can be rewritten as

PrΔd+((d+g)·)(d+g)=PrRajT,·d=Δg,κΔT+(d+g)·T=γ.

Furthermore, begin with g0=g1=0 and d0=uh0. Repeat

PrΔdn+1+((dn+gn1)·)(dn+1+gn)=PrRajTn+1, (13)
·dn+1=Δgn+1, (14)
κΔTn+1+(dn+gn1)·Tn+1=γ, (15)

for n=0,1,

Moreover, setting u^n+1=dn+1+gn in (13)–(15), we have

PrΔu^n+1+(u^n·)u^n+1+pn=PrRajTn+1, (16)
·u^n+1=Δn+1, (17)
·(κTn+1)+(u^n·)Tn+1=γ, (18)

where n+1:=gn+1gn. So one obtains

pn+1=PrΔgn+1=PrΔn+1+PrΔgn=PrΔn+1+pn,

and

un+1=dn+1+gn+1=u^n+1gn+gn+1=u^n+1+n+1.

Now, we are ready to write the Uzawa-type finite element iterative algorithm as follows Algorithm 2.

Algorithm 2: Uzawa-type iterative algorithm.
  • Step 1. Obtain the initial guess (uh0,ph0,Th0)Mh×Wh×Zh from step 1 of Algorithm 1.

  • Step 2. Find (u^hn+1,Thn+1)Mh×Zh as the solution of
    κ(Thn+1,s)+b2(u^hn;Thn+1,s)=(γ,s),sZh, (19)
    Pr(u^hn+1,v)+b1(u^hn;u^hn+1,v)(phn,·v)=PrRa(jThn+1,v),vMh. (20)
  • Step 3. Find hn+1Wh as the solution of
    (hn+1,q)=(·u^hn+1,q),qWh. (21)
  • Step 4. Compute uhn+1 with uhn+1=u^hn+1+hn+1.

  • Step 5. Given a relaxation parameter ρ>0, find phn+1Wh from the Richardson update
    (phn+1,q)=(phn,q)Prρ(hn+1,q),qWh. (22)
  • From (21) and Step 4 of Algorithm 2, we obtain (·uhn+1,q)=(·u^hn+1,q)(hn+1,q)=0. So the velocity obtained by Algorithm 2 satisfies the weakly divergence-free condition. Moreover, we expect to show the iterative errors between the finite element solutions to (10)–(12) and the Uzawa-type iterative solutions to Algorithm 2. For convenience, assume that Ehn=uhuhn, E^hn=uhu^hn, ηhn=phphn and θhn=ThThn. Then, we have E^hn=Ehn+hn.

Firstly, we recall the convergence results of the initial guess. Note that u^h0=d0+g1=uh0, which implies Eh0=E^h0.

Lemma 1

([19]). Let (uh0,ph0,Th0)Mh×Wh×Zh be the solution of Step 1 of Algorithm 1. Then, under the assumptions of Theorem 2, we have the following results

θh0k1Λ¯γ1,ηh02β1PrΛN1(Pr1Λ+Λ¯),Eh0ΛN1(Pr1Λ+Λ¯).

Secondly, we show that the solution sequence generated by Algorithm 2 is bounded.

Theorem 3.

Let {uhn,phn,Thn} be the solution sequence of Algorithm 2. Then, under the assumptions of Theorem 2, if the relaxation parameter satisfies ρ(0,2(1Λ¯Pr1Λ)), the sequences {uhn}, {u^hn}, {phn} and {Thn} are uniformly bounded with respect to h.

Proof. 

Subtracting (19) from (12), we have

b2(E^hn;Th,s)b2(u^hn;θhn+1,s)+κ(θhn+1,s)=0.

Setting s=θhn+1 obtains

κθhn+12=b2(E^hn;Th,θhn+1).

According to (6) and Theorem 2, we arrive at

θhn+1N¯κ2γ1E^hn. (23)

Then, subtracting (20) from (10), we have

Pr(E^hn+1,v)(ηhn,·v)=b1(E^hn;uh,v)b1(u^hn;E^hn+1,v)+PrRa(jθhn+1,v). (24)

Choosing v=E^hn+1 in (24) and combining the ensuing equation with (21) lead to

PrE^hn+12=(ηhn,hn+1)b1(E^hn;uh,E^hn+1)+PrRa(jθhn+1,E^hn+1).

Next, according to (22), we have

PrE^hn+12=(Prρ)1(phn+1phn,ηhn)b1(E^hn;uh,E^hn+1)+PrRa(jθhn+1,E^hn+1),

which, by using (5), (6), (23), Theorem 2, and the Proposition identity (u,v)=12(u+v2u2v2), we have

2Pr2ρE^hn+12+ηhn+12ηhn2+ηhn+1ηhn2+2Prρ(Λ+PrΛ¯)E^hnE^hn+1. (25)

Then, using (21) and (22), we obtain

ηhn+1ηhn2=(phn+1phn,phn+1phn)=Prρ(hn+1,(ηhn+1ηhn))=Prρ(·E^hn+1,ηhn+1ηhn),

which leads to

ηhn+1ηhn2(Prρ)2·E^hn+12(Prρ)2E^hn+12, (26)

where we have applied the fact that ·vv in [24].

Moreover, substituting (26) into (25) and using the Young inequality, we obtain

E^hn+12(2Pr2ρPr2ρ2ς(PrρΛ+Pr2ρΛ¯))+ηhn+12ηhn2+ς1(PrρΛ+Pr2ρΛ¯)E^hn2, (27)

where ς>0 is a parameter to be determined later on.

Furthermore, we solve a quadratic algebraic equation

ς2(Λ+PrΛ¯)ς(2PrPrρ)+(Λ+PrΛ¯)=0,

to obtain a positive root ς=ς*, which makes (2PrPrρς(Λ+PrΛ¯))=ς1(Λ+PrΛ¯) hold. In fact, we have

ς=ς*=(2PrPrρ)Δ2(Λ+PrΛ¯),

where Δ:=(2PrPrρ+2(Λ+PrΛ¯))(2PrPrρ2(Λ+PrΛ¯)).

Next, we set

D1=Prρ(2PrPrρς*(Λ+PrΛ¯))=Prρ(Λ+PrΛ¯)/ς*=Pr2ρ(2ρ)+Δ2.

Thus, the inequality (27) is rewritten as

D1E^hn+12+ηhn+12ηhn2+D1E^hn2,

which, along with (23), implies that

D1E^hn+12+ηhn+12ηh02+D1E^h02,θhn+1N¯2κ4γ12(ηh02+D1E^h02). (28)

Finally, applying (26) into (22), we obtain

hn+1Cp2(Prρ)1phnphn+1Cp2(Prρ)1ηhn+1ηhnCp2E^hn+1,

which combines with E^hn+1=Ehn+1+hn+1; then, we have

Ehn+122(E^hn+12+hn+12)4Cp4E^hn+12, (29)

Finally, combining (29) with (28), we obtain

D1Ehn+124Cp4(ηh02+D1E^h02). (30)

Hence, using (28), (30), and Lemma 1, we finish the proof of the theorem. □

Thirdly, we are going to develop the convergence analysis for Algorithm 2.

Theorem 4.

Under the assumptions of Theorem 3, the following estimates hold

Pr2DEhn+124Cp4Hn+1(Pr2DE^h02+ηh02),ηhn+102Hn+1(Pr2DE^h02+ηh02),Pr2Dθhn+12N¯2κ4γ12Hn(Pr2DE^h02+ηh02),

where D(0,12) and H(34,1) are two constants independent of n and h.

Proof. 

By Theorem 3, there exists a positive constant D2, independent of n and h, such that

u^hnD2. (31)

Then, rewrite (24) to obtain

(ηhn,·v)=Pr(E^hn+1,v)+b1(E^hn;uh,v)+b1(u^hn;E^hn+1,v)PrRa(jθhn+1,v).

Applying the inf-sup condition, (5), (6), (23), and Theorem 2 to the above equation, we obtain

βηhnPrE^hn+1+PrRaCp2N¯κ2γ1E^hn+PrRaCp2Nκ1γ1E^hn+Nu^hnE^hn+,

which combines with (31) to obtain

βηhn(Pr+ND2)E^hn+1+(Λ+PrΛ¯)E^hn.

Next, using the inequality (a+b)22a2+2b2, we have

β2ηhn22(Pr+ND2)2E^hn+12+2(Λ+PrΛ¯)2E^hn2.

Hence, one obtains

E^hn+12D3ηhn2D4E^hn2, (32)

where D3:=β22(Pr+ND2)2 and D4:=(Λ+PrΛ¯)2(Pr+ND2)2. Obviously, if we let Cρ,ς:=Prρ(2PrPrρς(Λ+PrΛ¯)), then (27) becomes

δE^hn+12+(Cρ,ςδ)E^hn+12+ηhn+12ηhn2+ς1(PrρΛ+Pr2ρΛ¯)E^hn2. (33)

where δ(0,Cρ,ς) is a parameter to be determined. From (32) and (33), we obtain

(Cρ,ςδ)E^hn+12+ηhn+12(1D3δ)ηhn2+(ς1(PrρΛ+Pr2ρΛ¯)+D4δ)E^hn2. (34)

Then, we will choose parameters ς and δ such that

Cρ,ςδ1=ς1Prρ(Λ+PrΛ¯)+D4δ1δD3, (35)

and 1δD3>0, which leads to

D3δ2(1+Cρ,ςD3+D4)δ+Cρ,ςς1Prρ(Λ+PrΛ¯)=0. (36)

In fact, one finds that

Cρ,ςς1Prρ(Λ+PrΛ¯)=(1+Cρ,ςD3+D4)δD3δ2>Cρ,ςD3δD3δ2>0,

which, along with the definition of Cρ,ς, yields

(Λ+PrΛ¯)ς2(2PrPrρ)ς+(Λ+PrΛ¯)<0,

and

(2PrPrρ)Δ2(Λ+PrΛ¯)<ς<(2PrPrρ)+Δ2(Λ+PrΛ¯),

where the notation Δ is defined in the proof of Theorem 3. Note that we have used condition 0<ρ<2(1Λ¯Pr1Λ). Here, we select

ς=ς+=2PrPrρ2(Λ+PrΛ¯).

Substituting this parameter into (36), we arrive at aδ2bδ+c=0, where a=D3, b=1+D4+s1a, c=s1Pr2ρ2(Λ+PrΛ¯)2s1, and s1=Pr2ρ(112ρ). Obviously, b>1+s1a, c<s1; so, we deduce that

b24ac>(1+s1a)24as10.

Then, the Equation (36) has a real root δ*=bb24ac2a.

With the parameter ε and δ given by ε+ and δ*, it follows from (34) that

D¯E^hn+12+ηhn+102H(D¯E^hn2+ηhn2), (37)

where D¯=s1δ* and H=1δ*D3.

Note that D¯>0 and H>0. Now, we will prove them. Consider the quadratic function f(δ)=aδ2bδ+c. Because a>0, s1>0, b>1+s1a and c<s1, we obtain limδf(δ)= and

f(s)=as12bs1+c<as12(1+as1)s1+s1=0.

Thus, the smallest root δ* of f(δ) must belong to (,s1). So, the inequality D¯>0 holds. Noticing that Cρ,ς+δ*=s1δ*>0, it follows readily from (35) that H>0.

Finally, note that 0<D¯<s1=Pr2ρ12Pr2ρ2Pr22. If, we choose the D¯=Pr2D and 0<D<12, the inequality (37) is rewritten as

Pr2DE^hn+12+ηhn+102H1(Pr2DE^hn2+ηhn2). (38)

According to the definition of D3 and β1, we arrive at D312Pr2. Noticing that δ*<s1<Pr22, we easily find that 1>H=1δ*D3>34.

Next, using (38) and (29), we obtain

Pr2DEhn+124Cp4Hn+1(Pr2DE^h02+ηh02),ηhn+102Hn+1(Pr2DE^h02+ηh02).

Finally, using the above estimates with (23), we finish the proof. □

4. Numerical Study

We will represent some numerical tests to claim the accuracy and performance of the proposed algorithm for the steady natural convection problem in this section. We used the public finite element software FreeFem++ [27] and applied P2P1P2 element to approximate the velocity, temperature, and pressure, respectively.

In the first numerical test, let the domain Ω=[0,1]×[0,1], and the right-hand side of (1)–(4) is selected such that the exact solutions are given by

p(x,y)=cos(πx)cos(πy),T(x,y)=u1(x,y)+u2(x,y)u1(x,y)=2πsin2(πx)sin(πy)cos(πy),u2(x,y)=2πsin(πx)sin2(πy)cos(πx).

Here, we set the parameters Ra=Pr=κ=1 and use the stopping rule

maxuhn+1uhnuhn,phn+1phnphn,Thn+1ThnThn<1.0×106.

Figure 1 displays the iteration errors of the velocity, temperature in H1-seminorm, and the pressure in L2-norm for different iterative steps n solved by Algorithm 2. Here, we set the relaxation parameter ρ=1.6 and choose five different mesh sizes h. From Figure 1, we observe that the proposed algorithm worked well and kept the convergence when iteration step n became large.

Figure 1.

Figure 1

The log errors for different iterative steps n and different mesh sizes h.

In the above test, we fixed the relaxation parameter and varied the mesh size. Now, we consider different relaxation parameters with the mesh size h=132. Figure 2 expresses different iterative steps of the log errors with different values ρ. From Figure 2, we observe that uhn, phn, and Thn converged faster when ρ was larger. However, we have an interesting observation that it became slow when ρ was too large (e.g., ρ=1.7 or 1.9). It is not surprising since from Theorem 3 and 4 the relaxation parameter ρ had a limited interval, and the value ρ=1.7 or 1.9 may have been out of its interval.

Figure 2.

Figure 2

The log errors for different iterative steps n for different relaxation parameters ρ.

Hence, we should reveal the convergence on the relaxation parameter ρ by showing the values with respect to n and ρ under the mesh size h=132. From Table 1, we find that Algorithms 1 and 2 converged faster when we chose larger ρ. However, if the ρ chosen was very large, then these algorithms either need more iterative steps or diverge. In addition, Algorithms 1 and 2 achieved the tolerance error when ρ=1.6 with the least iterative steps n=44 and n=42, respectively.

Table 1.

The iterative step n with the relaxation parameter ρ.

ρ 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.6 1.7 1.8 1.9 2.0
Algorithm 1 509 280 197 153 126 107 93 83 74 67 62 57 53 50 47 44 49 76 159 /
Algorithm 2 531 289 202 156 127 108 94 83 74 67 61 56 52 44 48 42 50 77 154 /

The mark “/” means that the iterative step was larger than 600.

Based on the previous section, Algorithm 2 produced the divergence-free velocity approximation. Hence, in Table 2 we list the value of ·uhn. From this table, Algorithms 1 and 2 obtain good numerical results when Ra=10. However, when the value of Ra increased, then Algorithm 1 could not achieve the tolerance error and converge. Meanwhile, Algorithm 2 still ran well.

Table 2.

The value of ·uhn with different Rayleigh numbers Ra.

Ra 10 100 150 180
Algorithm 2 1.82 × 108 2.65 × 1010 2.02 × 1011 4.96 × 1012
Algorithm 1 3.50 × 1018 / / /

The mark “/” means that the iterative step was larger than 600.

In the second numerical test, we considered the hot cylinder problem solving the proposed algorithm with different Rayleigh numbers. The boundary conditions are given in [28,29], i.e., Tn=1 on inner wall, T=0 on the other wall, and zero Dirichlet condition on velocity were imposed. Set Pr=0.7,κ=1, γ=0, and h=180. Figure 3 and Figure 4 express the numerical streamlines, isobars, and isotherms for different radii of inner circle rin based on Ra=100 and Ra=250 with ρ=1.6. We observe that it shapes two vortices when rin=0.2 and four vortices when rin=0.8, which were found to be in good agreement with those reported in [28,29]. Therefore, the given method captured this classical model well.

Figure 3.

Figure 3

Numerical streamlines (the first column), isotherms (the second column), and isobars (the third column) for Ra=100 (the first line) and Ra=250 (the second line) with rin=0.2.

Figure 4.

Figure 4

Numerical streamlines (the first column), isotherms (the second column), and isobars (the third column) for Ra=100 (the first line) and Ra=250 (the second line) with rin=0.8.

In Table 3 and Table 4, we show the CPU time and the maximum value of velocity at x=0.5 and y=0.5 by Algorithms 1 and 2 with ρ=1.6 and Wang’s algorithm [29] for rin=0.2 and rin=0.8, respectively. From Table 3 and Table 4, we find that the proposed algorithm took the least computational time among these algorithms to obtain almost the same maximum value of velocity. In particular, Algorithm 1 did not work when Ra=250. Therefore, the proposed algorithm solved this model well.

Table 3.

Comparisons of numerical results from different algorithms with h=180,rin=0.2.

Ra = 100 Ra = 250
x = 0.5 y = 0.5 CPU Time x = 0.5 y = 0.5 CPU Time
Algorithm 2 0.281 0.284 14.135 0.755 0.760 22.135
Algorithm 1 [19] 0.263 0.465 33.772 / / /
Wang’s algorithm [29] 0.274 0.279 51.890 0.714 0.722 56.571

The mark “/” means that the iterative step was larger than 600.

Table 4.

Comparisons of numerical results from different algorithms with h=180,rin=0.8.

Ra = 100 Ra = 250
x = 0.5 y = 0.5 CPU Time x = 0.5 y = 0.5 CPU Time
Algorithm 2 0.039 0.085 1.811 0.098 0.213 2.191
Algorithm 1 [19] 0.039 0.085 2.077 / / /
Wang’s algorithm [29] 0.039 0.086 8.851 0.098 0.214 9.169

The mark “/” means that the iterative step was larger than 600.

5. Conclusions

In conclusion, we designed a Uzawa-type iterative algorithm based on the mixed finite element method to solve the stationary natural convection model. Compared with the common Uzawa iterative algorithm, a central feature of the proposed algorithm is that it produced weakly divergence-free velocity approximation. This algorithm can be extended to the double-diffusive natural convection [30] and the magnetohydrodynamics flows [31].

Acknowledgments

The authors would like to thank the editor and anonymous referees for their helpful comments and suggestions, which led to a considerably improved presentation of the paper.

Author Contributions

Investigation, A.K. and P.H.; Methodology, P.H.; Supervision, P.H.; Writing—original draft, A.K.; Writing—review & editing, P.H. All authors have read and agreed to the published version of the manuscript.

Funding

This work was supported by the Natural Science Foundation of China (grant number 11861067), the Natural Science Foundation of Xinjiang Uygur Autonomous Region (grant number 2021D01E11) and Xinjiang Key Laboratory of Applied Mathematics (grant number XJDX1401).

Data Availability Statement

Data sharing not applicable.

Conflicts of Interest

The authors declare no conflict of interest.

Footnotes

Publisher’s Note: MDPI stays neutral with regard to jurisdictional claims in published maps and institutional affiliations.

References

  • 1.Estellé P., Mahian O., Mare T., Öztop H.F. Natural convection of CNT water-based nanofluids in a differentially heated square cavity. J. Therm. Anal. Calorim. 2017;128:1765–1770. doi: 10.1007/s10973-017-6102-1. [DOI] [Google Scholar]
  • 2.Öztop H.F., Almeshaal M.A., Kolsi L., Rashidi M.M., Ali M.E. Natural convection and irreversibility evaluation in a cubic cavity with partial opening in both top and bottom sides. Entropy. 2019;21:116. doi: 10.3390/e21020116. [DOI] [PMC free article] [PubMed] [Google Scholar]
  • 3.Selimefendigil F., Öztop H.F., Abu-Hamdeh N. Natural convection and entropy generation in nanofluid filled entrapped trapezoidal cavities under the influence of magnetic field. Entropy. 2016;18:43. doi: 10.3390/e18020043. [DOI] [Google Scholar]
  • 4.Öztop H.F., Estellé P., Yan W.M., Al-Salem K., Orfi J., Mahian O. A brief review of natural convection in enclosures under localized heating with and without nanofluids. Int. Commun. Heat Mass Transf. 2015;60:37–44. doi: 10.1016/j.icheatmasstransfer.2014.11.001. [DOI] [Google Scholar]
  • 5.Allendes A., Barrenechea G.R., Naranjo C. A divergence-free low-order stabilized finite element method for a generalized steady state Boussinesq problem. Comput. Methods Appl. Mech. Eng. 2018;340:90–120. doi: 10.1016/j.cma.2018.05.020. [DOI] [Google Scholar]
  • 6.Boland J., Layton W. An analysis of the finite element method for natural convection problems. Numer. Methods Partial. Differ. Equ. 1990;2:115–126. doi: 10.1002/num.1690060202. [DOI] [Google Scholar]
  • 7.Boland J., Layton W. Error analysis for finite element methods for steady natural convection problems. Numer. Funct. Anal. Optim. 1990;11:449–483. doi: 10.1080/01630569008816383. [DOI] [Google Scholar]
  • 8.Chacón-Rebollo T., Gxoxmez-Mármol M., Hecht F., Rubino S., Sxaxnchez-Mu noz I. A high-order local projection stabilization method for natural convection problems. J. Sci. Comput. 2018;74:667–692. doi: 10.1007/s10915-017-0469-9. [DOI] [Google Scholar]
  • 9.Huang P.Z., Li W., Si Z. Several iterative schemes for the stationary natural convection equations at different Rayleigh numbers. Numer. Methods Partial. Differ. Equ. 2015;31:761–776. doi: 10.1002/num.21915. [DOI] [Google Scholar]
  • 10.Huang P.Z., Zhang T., Si Z.Y. A stabilized Oseen iterative finite element method for stationary conduction-convection equations. Math. Methods Appl. Sci. 2012;35:103–118. doi: 10.1002/mma.1541. [DOI] [Google Scholar]
  • 11.Arrow K., Hurwicz L., Uzawa H. Studies in Nonlinear Programming. Standford University Press; Standford, CA, USA: 1958. [Google Scholar]
  • 12.Bänsch E., Morint P., Nochetto R.H. An adaptive Uzawa FEM for the Stokes problem: Convergence without the Inf-Sup condition. SIAM J. Numer. Anal. 2003;40:1207–1229. doi: 10.1137/S0036142901392134. [DOI] [Google Scholar]
  • 13.Huang P.Z. Convergence of the Uzawa method for the Stokes equations with damping. Complex Var. Elliptic Equ. 2017;62:876–886. doi: 10.1080/17476933.2016.1252341. [DOI] [Google Scholar]
  • 14.Huang P.Z., He Y.N., Li T. A finite element algorithm for nematic liquid crystal flow based on the gauge-Uzawa method. J. Comput. Math. 2022;40:26–43. doi: 10.4208/jcm.2005-m2020-0010. [DOI] [Google Scholar]
  • 15.Kim S.D. Uzawa algorithms for coupled Stokes equations from the optimal control problem. Calcolo. 2009;46:37–47. doi: 10.1007/s10092-009-0158-7. [DOI] [Google Scholar]
  • 16.Li X.Z., Huang P.Z. A sensitivity study of relaxation parameter in Uzawa algorithm for the steady natural convection model. Int. J. Numer. Methods Heat Fluid Flow. 2020;30:818–833. doi: 10.1108/HFF-05-2019-0443. [DOI] [Google Scholar]
  • 17.Chen P., Huang J., Sheng H. Some Uzawa methods for steady incompressible Navier–Stokes equations discretized by mixed element methods. J. Comput. Appl. Math. 2015;273:313–325. doi: 10.1016/j.cam.2014.06.019. [DOI] [Google Scholar]
  • 18.Zhu T.L., Su H.Y., Feng X.L. Some Uzawa-type finite element iterative methods for the steady incompressible magnetohydrodynamic equations. Appl. Math. Comput. 2017;302:34–47. doi: 10.1016/j.amc.2017.01.003. [DOI] [Google Scholar]
  • 19.Li X.Z., Huang P.Z. An Uzawa iterative method for the natural convection problem based on mixed finite element method. Math. Methods Appl. Sci. 2021;44:13326–13343. doi: 10.1002/mma.7627. [DOI] [Google Scholar]
  • 20.Huang P.Z., He Y.N. An Uzawa-type algorithm for the coupled Stokes equations. Appl. Math. Mech. 2020;41:1095–1104. doi: 10.1007/s10483-020-2623-7. [DOI] [Google Scholar]
  • 21.Brenner S.C., Scott L.R. The Mathematical Theory of Finite Element Methods. Volume 15 Springer; New York, NY, USA: 2008. [Google Scholar]
  • 22.Huang P.Z., Feng X.L., Su H.Y. Two-level defect-correction locally stabilized finite element method for the steady Navier-Stokes equations. Nonlinear Anal. Real World Appl. 2013;14:1171–1181. doi: 10.1016/j.nonrwa.2012.09.008. [DOI] [Google Scholar]
  • 23.Zhang T., Zhao X., Huang P. Decoupled two level finite element methods for the steady natural convection problem. Numer. Algorithms. 2015;68:837–866. doi: 10.1007/s11075-014-9874-4. [DOI] [Google Scholar]
  • 24.Nochetto R.H., Pyo J.H. Optimal relaxation parameter for the Uzawa method. Numer. Math. 2004;98:695–702. doi: 10.1007/s00211-004-0522-0. [DOI] [Google Scholar]
  • 25.Çıbık A., Kaya S. A projection-based stabilized finite element method for steady-state natural convection problem. J. Math. Anal. Appl. 2011;381:469–484. doi: 10.1016/j.jmaa.2011.02.020. [DOI] [Google Scholar]
  • 26.Nochetto R.H., Pyo J.H. Error estimates for semi-discrete Gauge methods for the Navier-Stokes equations. Math. Comput. 2005;74:521–542. doi: 10.1090/S0025-5718-04-01687-4. [DOI] [Google Scholar]
  • 27.Dalal D., Hecht F., Pironneau O. Implementation of a low order mimetic elements in freefem++ J. Numer. Math. 2012;20:183–194. doi: 10.1515/jnum-2012-0009. [DOI] [Google Scholar]
  • 28.Sheikholeslami M., Shehzad S.A. Magnetohydrodynamic nanofluid convection in a porous enclosure considering heat flux boundary condition. Int. J. Heat Mass Transf. 2017;106:1261–1269. doi: 10.1016/j.ijheatmasstransfer.2016.10.107. [DOI] [Google Scholar]
  • 29.Wang L., Li J., Huang P.Z. An efficient algorithm for the natural convection equations based on finite element method. Int. J. Numer. Methods Heat Fluid Flow. 2018;28:584–605. doi: 10.1108/HFF-03-2017-0101. [DOI] [Google Scholar]
  • 30.Wei Y.X., Huang P.Z. Finite element iterative methods for the stationary double-diffusive natural convection model. Entropy. 2022;24:236. doi: 10.3390/e24020236. [DOI] [PMC free article] [PubMed] [Google Scholar]
  • 31.Su H.Y., Feng X.L., Huang P.Z. Iterative methods in penalty finite element discretization for the steady MHD equations. Comput. Methods Appl. Mech. Eng. 2016;304:521–545. doi: 10.1016/j.cma.2016.02.039. [DOI] [Google Scholar]

Associated Data

This section collects any data citations, data availability statements, or supplementary materials included in this article.

Data Availability Statement

Data sharing not applicable.


Articles from Entropy are provided here courtesy of Multidisciplinary Digital Publishing Institute (MDPI)

RESOURCES