Abstract
This paper investigates the optimal control problem for the non-isentropic compressible Navier–Stokes equations linearized around a constant steady state. First, we establish estimates for the solution of the state equation. Then, we prove the existence and uniqueness of the optimal control, derive the necessary optimality conditions, and obtain an explicit characterization of the control via the optimality system. Finally, we present a numerical experiment to compute the control using the derived formula.
MSC:
49K20; 76N25; 35Q30; 49J20
1. Introduction
As is known, the Navier–Stokes system in for a compressible non-isentropic fluid consists of the mass conservation equation
the momentum conservation equation
and the energy conservation equation
where , , and are the density, velocity, and temperature of the fluid, respectively, is an external force, and are the viscosity coefficients satisfying the restrictions and , is the specific heat constant, is the heat conductivity constant, and P is the pressure given by the ideal gas law
with R being the universal gas constant.
In this paper, we consider one-dimensional Navier–Stokes equations linearized around a constant steady state in a bounded interval with and . Precisely, consider the system
where is a subset of , is the characteristic function on , and .
In this paper, we are concerned with the following optimal control problem:
where , is the solution of Equation (1), is the value expected to be achieved at time t, and
The optimal control problems for the non-isentropic compressible Navier–Stokes equations is valuable in practical applications such as aerospace and thermal systems. In aerospace, it helps regulate flows in hypersonic vehicles and turbine combustors to reduce thermal loads, improve combustion efficiency, and enhance stability. In thermal control, the model aids in designing efficient controllers for real-time thermal management of critical equipment. Optimal control of Navier–Stokes equations has been a topic of extensive research. For incompressible fluids, the work on optimal control is extensive. Desai and Ito [1] studied optimal control problems of fluid flow governed by the Navier–Stokes equations, focusing on the cases of a driven cavity and flow through a channel with sudden expansion. Ghattas and Bark [2] developed numerical optimization methods for optimal control of steady incompressible Navier–Stokes flows. Roubíček and Tröltzsch [3] explored Lipschitz stability in optimal controls for steady-state solutions. Wang [4] applied Pontryagin’s maximum principle to the stationary equations, while De Los Reyes and Tröltzsch [5] considered mixed control-state constraints in the stationary case. De Los Reyes and Griesse [6] focused on state-constrained optimal control for three-dimensional flows. Recently, research has extended to the Cahn–Hilliard–Navier–Stokes system [7], infinite horizon Navier–Stokes equations [8], a 3D-chemotaxis-Navier–Stokes model [9], and so on. Isentropic compressible Navier–Stokes equations have been featured in a few papers in recent years. Doboszczak et al. [10] investigated the existence of the optimal controls in three dimensions. Chowdhury and Ramaswamy [11] studied an optimal boundary control for the linearized compressible Navier–Stokes equations. Doboszczak et al. [12] applied Pontryagin’s principle to state-constrained linearized Navier–Stokes equations.
Notably, advances from fractional calculus and iterative learning control also enrich relevant research tools. Ref. [13] explores the solution properties of fractional equations with nonlocal boundary conditions, providing a mathematical basis for flow models involving nonlocal interactions. Ref. [14] proposes a P-type iterative learning control method for fractional derivative pulse-variable systems, verifying its effectiveness in complex dynamical system tracking—useful for optimizing flow control strategies.
Although Maity [15] has established null controllability for the non-isentropic compressible Navier–Stokes equations linearized around a constant steady state, the corresponding optimal control problem remains completely unexplored. The present work is directly motivated by this gap. In this paper, we study the optimal control problem governed by the linearized non-isentropic compressible Navier–Stokes Equation (1). First, we establish the well-posedness of System (1) and derive necessary estimates. Next, we prove the existence of an optimal control, derive the first-order necessary condition, obtain an explicit formula for the optimal control from the optimality system, and prove its uniqueness. Finally, we present a numerical experiment to compute the optimal control using this formula.
The paper is organized as follows: In Section 2, we introduce some results on the well-posedness of Navier–Stokes equations and establish the estimates for the solution. In Section 3, we prove the existence and uniqueness of the optimal control and derive the necessary condition for the optimal control. In Section 4, we provide a numerical experiment to solve the optimal control problem. In Section 5, we conclude the paper and discuss potential future research directions.
3. The Analysis of the Optimal Control Problem
In this section, we will study the following optimal control problem .
To begin with, we provide a convergence lemma for later use.
Lemma 2.
For , assume that and in , as . Then
where and are the weak solutions of Equation (1) with and , respectively.
Proof.
From the convergence of , we know that is uniformly bounded. According to Theorem 1, there are subsequences of , and , denoted by themselves, and satisfying , such that
Since is a weak solution to Problem (1) with , for any , the following integral equalities hold:
Letting in (26)–(28), it can be obtained from (23)–(25) that
According to Definition 1, it can be concluded that is a weak solution to Problem (1) with . Due to the uniqueness of the solution, it follows that . The proof is complete. □
Theorem 2.
There is a control such that .
Proof.
Let be a minimizing sequence in such that
Assume is the solution to the problem (1) with . Since is a convergent sequence, there is a positive constant C, independent of n, such that
There is a subsequence of , denoted by itself, and a function such that
Assume is the solution to the problem (1) with . From Lemma 2, we have
Due to the weak lower semicontinuity of the norm in , we have
Hence
□
Theorem 3.
Assume that is the optimal control of and is the weak solution of Problem (1) with . Let be the solution of the following problem:
Then
Proof.
For any , define . For any , denote . Let with be the solution to Problem (1) when . Denote
Thus, with is the solution of the following problem:
By calculation, we can obtain
Therefore,
Since is the optimal control, we have
From (33) and (34), we can obtain
For , there is a sequence , where , such that
By Lemma 1 (2), the solution to the following problem is
Note that is the weak solution to Problem (32). From Definition 1, for any , the following integral equalities hold:
Taking , and , we obtain
From Equation (37), we can obtain
Multiplying (44) by , (45) by , and (46) by , and adding them together, yields
By Lemma 2 and (36), we have
From (47), we have
From (35) and (48), it follows that
From the standard argument in [10], we know that
□
Theorem 4.
The problem admits a unique optimal control.
Proof.
It suffices to prove that the solution to the optimality system
is unique, where
Suppose the optimization system admits two solutions and . Denote , , , , and . Then satisfies the following equations:
By multiplying the first equation of (49) by and through integration over , we obtain
By multiplying the second equation of (49) by and through integration over , we obtain
By multiplying the third equation of (49) by and through integration over , we obtain
From (50)–(52), we have
By multiplying the fourth equation of (49) by and through integration over , we obtain
By multiplying the fifth equation of (49) by and through integration over , we obtain
By multiplying the sixth equation of (49) by and through integration over , we obtain
From (54)–(56), we have
From the equations above, we obtain
Thus, we have
From the first three equations of (49), we can obtain
Hence, the solution is unique. The proof is complete. □
4. Numerical Experiments
In this section, we present numerical experiments for the one-dimensional linearized non-isentropic compressible Navier–Stokes optimal control problem.
In this section, we take and consider the following optimal control problem:
where the admissible control set is defined as
and is the solution to the following system:
By Theorems 2–4, there is a unique optimal control , where is a solution to the adjoint problem
The experiments are solved using the method proposed in [17] with an iterative algorithm, which is Algorithm 1.
| Algorithm 1 Iterative Algorithm |
|
Next, we employ the Gradient Descent Method (GD) to solve the optimal control problem (58).
Now, we introduce the algorithm of GD, i.e., Algorithm 2.
| Algorithm 2 Gradient Descent Method |
|
For both Algorithms 1 and 2, the same finite difference scheme is used to compute the forward and backward problems. Below, we describe the finite difference scheme used for computing the forward problem (59). The backward problem (60) is treated similarly.
Take the time step and the spatial step . For , denote The temporal and spatial derivatives are approximated as follows:
Using (62), one can get the explicit formula for the problem (59).
Remark 1.
This study focuses on short-time scenarios and employs an explicit finite difference scheme for calculations. However, when solving the governing equations over long time periods, traditional explicit finite difference schemes are prone to error accumulation, which leads to a gradual decline in numerical accuracy and may even trigger computational instability. To address this issue in long-term simulations, implicit schemes such as the Crank–Nicolson scheme can be adopted. This method can effectively enhance numerical stability and maintain high-order temporal accuracy, thereby ensuring the reliability of solutions within the long-time computational domain.
We performed all simulations in this section using MATLAB R2023a and present the results from Algorithms 1 and 2 in Figure 1, Figure 2 and Figure 3.
Figure 1.
Comparison of Optimal Control with Two Methods for .
Figure 2.
Comparison of Optimal Control with Two Methods for .
Figure 3.
Comparison of Optimal Control with Two Methods for .
Figure 1a displays the optimal control computed by the two methods at with . Figure 1b shows the control function obtained with Algorithm 1 at during the K-th iteration (). Figure 1c presents the corresponding control function obtained with Algorithm 2 during the K-th iteration (, 7).
Figure 2a displays the optimal control computed by the two methods at with . Figure 2b shows the control function obtained with Algorithm 1 at during the K-th iteration (). Figure 2c presents the corresponding control function obtained with Algorithm 2 during the K-th iteration (, 7).
Figure 3a displays the optimal control computed by the two methods at with . Figure 3b shows the control function obtained with Algorithm 1 at during the K-th iteration (). Figure 3c presents the corresponding control function obtained with Algorithm 2 during the K-th iteration (, 6).
As can be seen in Table 1, the minimum values of J obtained by Algorithms 1 and 2 are identical, yet Algorithm 1 requires fewer iterations.
Table 1.
Comparison of Algorithms 1 and 2.
Figure 4a–c display the optimal control computed by Algorithm 1 with , , and , respectively.
Figure 4.
Optimal Control via Algorithm 1 for Various Cases.
Below, Algorithm 1 is employed in order to analyze the physical interpretation of the numerical results.
Table 2 compares the objective functional J (and its constituent terms) between the uncontrolled case and the optimal control case with and . The application of optimal control leads to a reduction in J. Moreover, it decreases the terminal velocity and temperature , but increases the terminal density . The reduction in velocity is the most pronounced among these changes.
Table 2.
Comparison between no control and optimal control.
Table 3 illustrates the variation of the terminal norms with respect to the weighting parameters and the control domain . When are fixed, increases as decreases and decreases as increases. Similarly, for fixed , increases with decreasing and decreases with increasing . Under fixed , remains unchanged, and each of the remaining terms in J changes only slightly. Finally, keeping constant, the control effort becomes larger when expands and smaller when contracts. Furthermore, the sensitivity analysis indicates that the objective functional J is most sensitive to variations in the weight . This implies that, among the terminal state terms in J, the density term exerts the dominant influence on the total cost.
Table 3.
Comparison of different parameters and the locations of the control domain.
5. Conclusions
This paper has presented a theoretical analysis and a numerical example of the optimal control problem for the non-isentropic compressible Navier–Stokes equations linearized around a constant steady state in one dimension. Our main contributions include establishing foundational a priori estimates for the linearized state system, proving the existence and uniqueness of the optimal control, and deriving its explicit characterization through an optimality system, which was subsequently validated numerically. However, this study is limited to the case where the first variable of the constant steady state is zero. The more general scenario where this variable is non-zero has not been considered, as it necessitates the prescription of a boundary condition for the density. The well-posedness theory for weak solutions under such boundary conditions differs fundamentally from the case studied here and presents significant additional analytical challenges.
Furthermore, generalizing the results to more complex cases, such as multidimensional domains or systems linearized around non-constant or unstable steady states, raises considerable theoretical and practical challenges, including issues related to geometric complexity, enhanced coupling effects, and numerical stability. Investigating these more general cases, along with the aforementioned nonzero steady-state scenario, will therefore be an important objective for future research. Beyond this, further work will aim to extend the analysis to more complex and physically relevant compressible fluid flows, advancing the control theory in both theoretical and applied directions.
Author Contributions
Methodology, W.S. and R.D.; investigation, D.P., W.D. and R.D.; writing—original draft preparation, W.D. and W.S.; writing—review and editing, D.P. and R.D.; funding acquisition, R.D. All authors have read and agreed to the published version of the manuscript.
Funding
This research was supported by the Natural Science Foundation of Jilin Province (20220101033JC) and the National Natural Science Foundation of China (12161045).
Data Availability Statement
The original contributions presented in this study are included in the article. Further inquiries can be directed to the corresponding author.
Conflicts of Interest
The authors declare no conflicts of interest.
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