Review

, Volume: 6( 2)

# A New Splitting Method for the Navier-Stokes Equation

- *Correspondence:
- Amattouch MR , Department of Mathematics, Faculty of Sciences and Techniques, University of Abdelmalek Essaadi, BP.416, Tangier, Morocco,
**Tel:**+212 5399-79095;**E-mail:**[email protected]

**Received:** July 17, 2017; **Accepted:** August 22, 2017; **Published:** August 26, 2017

**Citation:**Amattouch MR, Nagid N, Belhadj H. A New Splitting Method for the Navier-Stokes Equation. J Space Explor. 2017;6(2):127

### Abstract

This work is devoted to a robust splitting method applied to solve the time dependent incompressible Navier-Stokes equation. The proposed method is based on analytical step of computing and a vortex method easy to handle to compute the velocities and a Poisson equation to compute the pressure. The Poisson equation is solved by an optimized domain decomposition method. Several test-cases of analytical problems illustrate this approach and show the efficiency of the proposed new method

### Keywords

Navier-Stokes equation; Splitting operator; Vortex method; Optimized domain decomposition

### Introduction

The aim of this paper is to propose a new splitting operator to solve a non-linear incompressible Navier-Stokes equation on a bounded domain such that:

(1)

a condition on pressure to have the uniqueness of the problem.

Applications in engineering and aerodynamics often result in models consisting of large systems of these equations. For example, direct turbulent flow simulations (DNS) need to solve large Navier-Stokes equations. Due to the size of the model, the usage of direct, well-known approximation methods like finite element is not feasible and one needs to partition or split the problem.

There are many splitting operators in the Navier-Stokes jargon; we can cite the Chorin's projection scheme, the Van Kan's projection scheme and the Glowinski's splitting scheme. Of course, there are other splitting method more accurate [1-5] but here we study a splitting method that transform the Navier-Stokes equation on easy equations to solve and implement in software. The equation contains a non-linear term which is not symmetric and heavy to resolve in time with an implicit scheme, an explicit scheme is often inaccurate. So, the proposed splitting method resolve this problem by using an analytical solution to the non-linear and the viscous term of the equation. Then we obtain an equation of pressure and velocity that we separate in a Poisson equation in space and an equation easy to solve by the vortex method [6,7]. To make the method quick, we propose a new domain decomposition method to solve the Poisson equation. This method is based on a transmission condition of fractional derivative in the interface between sub-domains which converges in two iterations.

At the end of this work you can find some numerical experiment compared to analytical solution that effectively illustrate the efficiency of our proposed methods.

**The Splitting Method**

In this section, we present the splitting method for the equation (1) where we decouple u and p and separate convection diffusion term from incompressibility:

Let N a positive integer, with n=0, 1 ..., N be a uniform partition of the time period [0, T].

We consider intermediate times

We take in the beginning U_{0}=u_{0} and concede the two steps:

(2)

Then we solve,

(3)

By applying the divergence and the rotational, this equation is equivalent to the two next equations:

(4)

And

(5)

Where .

These two equations are solved by a discontinuous Galerkin method to ensure best regularity, accuracy and the continuity in thin meshes.

Notice that the equation (5) is a system of differentials equations that is easy to solve analytically.

**Remarks**

Replacing in (3) we obtain:

(6)

This result show that our method converges in p order per time.

In the case of a Dirichlet condition step 1 in equation (2) is replaced by:

(7)

ψ is a function that verify and: div ψ = 0 on Ω

**The Domain Decomposition Method**

Domain decomposition methods consist of splitting initial problem into two or more sub-problems with smaller dimensions which make the computations fast. Many authors have studied domain decomposition methods these last decades [8,9]. Among these methods we consider in this work the method called second order optimized method OO2. This method was developed by different authors [10,11]. We present the OO2 method as in [10,11] applied to a reaction advection diffusion equation and then we will apply this method to the Poisson equation.

We split the domain Ω for example in two sub-domains Ω_{1} and Ω_{2} with an interface Γ (**Figure. 1**).

Then we built two sequences u_{1}^{P} and u_{2}^{P} respectively solutions of two sub-problems as described below:

We choose two initials functions u_{1}^{0} defined on Ω_{1} and u_{2}^{0} defined on Ω_{2} then we consider the two problems:

(8)

and

(9)

Where,

(10)

(11)

n and τ are the normal and the tangent on Ω_{1}

Because of the Fourier analysis we show that the rate of convergence in the Fourier way is [6]:

(12)

Where,

(13)

In order to optimize the method, we need to optimize the rate of convergence so we look for:

We prove that ([9]) if c>0 and sign(b)=sign(C_{2}) and C_{3}≥0 then,

In our work, we treat a Poisson equation which mean c=0 and make the OO2 method not convergent. To avoid this issue, we propose a non-symmetric interface condition as follows which ensure two iterations convergence of our method: u_{1}^{0} defined on Ω_{1} then the first step is to solve:

Then we solve the next iteration:

(14)

is the fractional Caputo derivative?

We used to prove that the rate of convergence is of two orders the Fourier transform using result:

(15)

**Numerical Simulation**

Numerically, we have implemented these methods to approach the analytic forced and unforced flow. The problem considered, uses an analytical forcing to yield an exact solution. The test problem is set in a channel with periodic boundary condition in the x-direction and no-flow boundaries at y=0 and y=1. This geometry is the simplest setting in which to consider a slip boundary condition. A no-slip condition is prescribed at y=0, while a non-trivial slip condition is specified at y=1. Results from more complicated geometries will be reported in subsequent work.

The analytical solutions are given:

(16)

(17)

(18)

(19)

The simulation of the Navier-Stokes with viscosity ν=1 gives this result for velocity: ** Figure. 2 to Figure. 5**.

And for pressure: **Figure. 6**-**Figure.11**.

For a mesh of 62 × 64 grids and in t=0.1 s the infinite was in the order of 10-8 on some usual test-functions. This proves the efficiency of our method compared to the usual projection method. The result of the method using the proposed decomposition method are extremely fast in the order of ms. In this simulation, we have decomposed our domain in four and 16 sub domains, and we used the parallel library of MATLAB to implement the code using a core 4 duo Pentium computer [12,13].

#### Conclusion

In this work, we have developed a new robust algorithm applied to the non-linear Navier-Stokes equation. We firstly, prescribed a technique of splitting based on analytic transformation and the vortex method. By this way, we split our Complex Navier-Stokes equation in two simple equations: A Poisson equation and a system of separate differential equation that could be solved easily. We solved the Poisson equation by a sophisticated domain decomposition method which makes our algorithm very fast.

Secondly, we have presented several test-cases to show the efficiency of this approach. The fundamental result is that we obtained high accuracy and a fast method with a well optimized rate of convergence of the proposed algorithm in comparison with usual and classical solvers that make calculation fast.

As perspective of the present work, we can study the following ideas:

• Applying the method to turbulent flow in a square duct.

• Generalize the approach to multi-dimensional non-linear Compressible Euler equation and complex non-symmetric equation.

• Applying the method to non-linear method with complex geometries.

• Proposing a real application in fluid dynamics or environmental sciences.

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