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
be a bounded domain, which has a Lipschitz continuous boundary
with a regular open subset
. Consider the following stationary natural convection problem. Seek the velocity
, the pressure
, and the temperature
, such that
where
is the forcing function,
is the outward unit vector, and
. In addition, the positive parameter
presents the thermal conductivity,
is the Prandtl number, and
is the Rayleigh number.
Next, in order to write the variational form of (
1)–(4), we introduce the following necessary function spaces:
Here, the space is endowed with -scalar product and -norm . In addition, the space is used to represent the standard definitions for Sobolev spaces , .
Moreover, we recall the Poincaré inequality [
21] as follows:
where
is the Poincaré constant. Next, we denote two trilinear forms by
which satisfy the following properties [
7,
22,
23]
for all
and
. Here,
N and
are two fixed positive constants.
With the above notations, the weak form of (
1)–(4) reads as: find
such that
The following existence and uniqueness of the solution to (
6) are classical results.
Theorem 1 ([
7,
19])
. There exists at least a solution , which satisfies (7)–(9) andwhere Further, if , , κ, and γ satisfy the uniqueness conditionwhere and , then the solution of (7)–(9) is unique. Next, we consider a family of quasi-uniform and regular triangulations
with mesh size
h, which is a partition of the domain
. Then, we assume that the finite element subspace
where
,
is the set of all polynomials on
K of a degree no more than
i. As is known, the finite element subspaces
satisfy the following discrete inf-sup condition [
21]; for each
, there exists
such that
, where the constant
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
such that
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 , such that 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
, 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
. 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 by
Step 2. Given a relaxation parameter , find as solution of
|
In order to make the velocity of Uzawa algorithm have a weakly divergence-free property, let
g be a gauge variable [
26] and
be a variable, such that
. If
g and
p satisfy an elliptic equation
, then (
1)–(4) can be rewritten as
Furthermore, begin with
and
. Repeat
for
Moreover, setting
in (
13)–(15), we have
where
. So one obtains
and
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 from step 1 of Algorithm 1. Step 2. Find as the solution of
Step 3. Find as the solution of
Step 4. Compute with . Step 5. Given a relaxation parameter , find from the Richardson update
From ( 21) and Step 4 of Algorithm 2, we obtain . 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 , , and . Then, we have .
|
Firstly, we recall the convergence results of the initial guess. Note that , which implies .
Lemma 1 ([
19])
. Let be the solution of Step 1 of Algorithm 1. Then, under the assumptions of Theorem 2, we have the following results Secondly, we show that the solution sequence generated by Algorithm 2 is bounded.
Theorem 3. Let be the solution sequence of Algorithm 2. Then, under the assumptions of Theorem 2, if the relaxation parameter satisfies , the sequences , , and are uniformly bounded with respect to .
Proof. Subtracting (
19) from (12), we have
Setting
obtains
According to (
6) and Theorem 2, we arrive at
Then, subtracting (20) from (
10), we have
Choosing
in (24) and combining the ensuing equation with (
21) lead to
Next, according to (
22), we have
which, by using (
5), (
6), (
23), Theorem 2, and the Proposition identity
, we have
Then, using (
21) and (
22), we obtain
which leads to
where we have applied the fact that
in [
24].
Moreover, substituting (
26) into (
25) and using the Young inequality, we obtain
where
is a parameter to be determined later on.
Furthermore, we solve a quadratic algebraic equation
to obtain a positive root
, which makes
hold. In fact, we have
where
.
Thus, the inequality (
27) is rewritten as
which, along with (
23), implies that
Finally, applying (
26) into (
22), we obtain
which combines with
; then, we have
Finally, combining (
29) with (
28), we obtain
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 holdwhere and are two constants independent of n and h. Proof. By Theorem 3, there exists a positive constant
, independent of
n and
h, such that
Then, rewrite (
24) to obtain
Applying the inf-sup condition, (
5), (
6), (
23), and Theorem 2 to the above equation, we obtain
which combines with (
31) to obtain
Next, using the inequality
, we have
Hence, one obtains
where
and
. Obviously, if we let
, then (
27) becomes
where
is a parameter to be determined. From (
32) and (
33), we obtain
Then, we will choose parameters
and
such that
and
, which leads to
In fact, one finds that
which, along with the definition of
, yields
and
where the notation
is defined in the proof of Theorem 3. Note that we have used condition
. Here, we select
Substituting this parameter into (
36), we arrive at
, where
,
,
, and
. Obviously,
,
; so, we deduce that
Then, the Equation (
36) has a real root
.
With the parameter
and
given by
and
, it follows from (
34) that
where
and
.
Note that
and
. Now, we will prove them. Consider the quadratic function
. Because
,
,
and
, we obtain
and
Thus, the smallest root
of
must belong to
. So, the inequality
holds. Noticing that
, it follows readily from (
35) that
.
Finally, note that
. If, we choose the
and
, the inequality (
37) is rewritten as
According to the definition of and , we arrive at . Noticing that , we easily find that .
Next, using (
38) and (
29), we obtain
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
element to approximate the velocity, temperature, and pressure, respectively.
In the first numerical test, let the domain
, and the right-hand side of (
1)–(4) is selected such that the exact solutions are given by
Here, we set the parameters
and use the stopping rule
Figure 1 displays the iteration errors of the velocity, temperature in
-seminorm, and the pressure in
-norm for different iterative steps
n solved by Algorithm 2. Here, we set the relaxation parameter
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.
In the above test, we fixed the relaxation parameter and varied the mesh size. Now, we consider different relaxation parameters with the mesh size
.
Figure 2 expresses different iterative steps of the log errors with different values
. From
Figure 2, we observe that
,
, and
converged faster when
was larger. However, we have an interesting observation that it became slow when
was too large (e.g.,
or 1.9). It is not surprising since from Theorem 3 and 4 the relaxation parameter
had a limited interval, and the value
or 1.9 may have been out of its interval.
Hence, we should reveal the convergence on the relaxation parameter
by showing the values with respect to
n and
under the mesh size
. From
Table 1, we find that Algorithms 1 and 2 converged faster when we chose larger
. However, if the
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
with the least iterative steps
and
, respectively.
Based on the previous section, Algorithm 2 produced the divergence-free velocity approximation. Hence, in
Table 2 we list the value of
. From this table, Algorithms 1 and 2 obtain good numerical results when
. However, when the value of
increased, then Algorithm 1 could not achieve the tolerance error and converge. Meanwhile, Algorithm 2 still ran well.
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.,
on inner wall,
on the other wall, and zero Dirichlet condition on velocity were imposed. Set
,
, and
.
Figure 3 and
Figure 4 express the numerical streamlines, isobars, and isotherms for different radii of inner circle
based on
and
with
. We observe that it shapes two vortices when
and four vortices when
, which were found to be in good agreement with those reported in [
28,
29]. Therefore, the given method captured this classical model well.
In
Table 3 and
Table 4, we show the CPU time and the maximum value of velocity at
and
by Algorithms 1 and 2 with
and Wang’s algorithm [
29] for
and
, 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
. Therefore, the proposed algorithm solved this model well.