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Stability of Stratified Compressible Shear

Flow

Dr. ManjuBala

Assistant Professor, Department of Mathematics, S.V. College, Aligarh

Abstract

In the present chapter we have studied the effect of a magnetic field on linear stability of stratified horizontal flows of an in viscid compressible fluid by the generalized progressing wave expansion method. Here we have discussed the different cases and have established the conditions for the stability. It is found that the magnetic field stabilizes the system.

Keywords: Linear stability, Inviscid compressible fluid shear flows. Introduction:-

In the present chapter we have studied the effect of a magnetic field on linear stability of stratified horizontal flows of an inviscid compressible fluid by the generalized progressing wave expansion method. Here we have discussed the different cases and have established the conditions for the stability. It is found that the magnetic field stabilizes the system.

[11] and [12] has studied the linear stability of stratified horizontal flows of an inviscid compressible fluid. He has shown that a shear in the horizontal directions always gives rise to instabilities and also that all shear flows are unstable if the external force field vanishes. The same results are also obtained for homogeneous incompressible fluid in [2] and [8]. Previously this problem was discussed by [7] for incompressible fluid, and also by [6], [4] and [19] under various restrictions. Stability in the rotating Bfenard problem with Newton-Robin and fixed heat flux boundary conditions was studied by [3]. Straughan, B. also discussed the problem of Stability and wave motion in porous media [15].

2. Formulation of the problem:-

The basic equations for governing the motion of an ideally conducting inviscid, compressible and

adiabatic fluid in the presence of a magnetic field [13, 15] are

1

.

p

v

(

B) B

t



         

(2.1)

B

(

B)

t

  

(2.2)

.( v)

0

t



   

(2.3)

(p

)

. (p

)

0

t

 

    

(2.4)

Where  denotes the velocity, , the density; B, the magnetic field; V, the external potential force; p,

(2)

The potential for the external forces is assumed to depend on the height z only. Let us introduce a unit

vector

e

(z) such that

e(z)

cos

  

sin

j

(2.5)

Where

and

j

be the unit vectors along the x-axis and y-axis respectively. The angle of  depends on z only and

0 0

U(x, y, z)e(z),

(z), p

p (z)

 

  

(2.6)

Since U is constant on every stream line, it follows that

0 0

u

e(z). U

0

x

y



 

(2.7)

Where

y

0

U cos ,

  

0

Usin , w

0

0

are the components of the velocity along x, y and

z-axes respectively. We obtain from eq. (2.1)

2 0

0 01

dp

dV

B

dz

 

dz

 

(2.8)

Where we choose

B

B (x, y, z)e(z)

0

and

B

01

B cos

0

is the component of magnetic field.

3. Stability Analysis:-

To study the stability of basic equations, the following perturbations have been applied:

0 1/2 1 0 1/2 1 1/2 1

0 0 0

1

1

1

ˆ

U

u

u

 

 

  

j

w

k

 

01 1/2 1 1/2 2 1/2 3

0 0 0

1

1

1

ˆ

B

B

b

 

b

j

b

k

(3.1)

1/2

0 0 1 2

0

1

(S

S )

C

   

1/2

0 0 0 2

(3)

1 2 3

w

w

w

w

A

A

A

Bw

0

t

x

y

z

(3.2)

Where

w

u

1

v

1

w

1

b

1

b

2

b

3

S

2

S

2

T

is a transpose matrix and coefficient square matrices A1, A2, A3 and B are defined as

1 01 0

0 01 0

0 01

0 1

01 0

01 0

0

0 0

u

0

0

B

0

0

0

C

0

u

0

0

B

0

0

C

0

0

u

0

0

B

0

0

0

0

0

u

0

0

0

0

A

0

B

0

0

u

0

0

0

0

0

B

0

0

u

0

0

0

0

0

0

0

0

u

0

C

0

0

0

0

0

0

u

 

(3.3)

0

0 0

0

01 0

2

0

0

0

0 0

v

0

0

0

0

0

0

0

0

v

0

0

0

0

0

C

0

0

v

0

0

0

0

0

0

B

0

v

0

0

0

0

A

0

0

0

0

v

0

0

0

0

0

0

0

0

v

0

0

0

0

0

0

0

0

v

0

0

C

0

0

0

0

0

v

 

(3.4)

0

01 3

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

C

0

0

B

0

0

0

0

0

A

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

C

0

0

0

0

0

 

(3.5)

(4)

0 0 0 01 01 0

0 0 0

01 01 01 0 0 0

0 0 0

( / x)u

( / y)u

( / z)u

( / x)B

( / y)B

( / z)u

0

0

( / x)v

( / y)v

( / z)v

0

0

0

0

0

0

0

0

0

0

0

G

( / x)B

( / y)B

( / z)B

( / x)u

( / y)u

( / z)u

0

0

B

0

0

0

( / x)v

( / y)v

( / z)v

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

0

 

 

 

  

  

  

 

 

 

 

 

 

  

  

  

  

  

  

0

0

0

0

0

0

(3.6)

where 0 0 0 2

0

d

1

dV

C

(1/

)

,

dz

C

dz

 



 

0

(1 / C )(dV / dz)

  

0

1

G

(1 / C )

1 (dV / dz)

2

 

And



0 0 0 0

H

(1 / C )(dV / dz)

C /

d

/ dz

2

We see that eq. (3.2) is a symmetric hyperbolic system. The characteristic equation associated with eq. (3.2)

1 1 2 2 3 3

det E A

E A

E A

  

I

0

(3.7)

The above equation gives

1 1 0 2 0

2 2 0 2 0

3 1 0 2 0 0

4 1 0 2 0 0

5 1 0 2 0 1 01

6 1 0 2 0 1 01

7 1 0 2 0 1 01

E u

E v

E u

E v

E u

E v

C K

E u

E v

C K

E u

E v

E B

E u

E v

E B

E u

E v

E B

 

 

 

 

 

 

 

 

(5)

0 0 1 1 2 0 0 2 1 2

3 0 0

1 2

u

v

dE

E

E

dt

x

x

u

v

dE

E

E

dt

y

y

dE

u

v

E

E

dt

z

z

 

 

 

 



 

 

 



(3.9)

Transport equations for gravity waves show the stability of the system. The ray equations for the magnetic waves associated with the characteristic roots (5, 6) and (7, 8) are

0 01 0

1

1 2

0 01 0

2

1 2

3 0 01 0

1 2

u

B

v

dE

E

E

dt

x

x

x

u

B

v

dE

E

E

dt

y

y

y

dE

u

B

v

E

E

dt

z

z

z

 

 

 

 

 

 

 

 

 

 



 

 

 

 

 

 



(3.10)

Where we also assume that the generalized progressive wave solution is given as

a0 (x, y, z t) exp [iw(x, y, z, t)] (3.11)

Where w denotes the frequency parameter and solar function (x, y, z, t) is called the phase function. In addition to eqns. (3.9) and (3.10), we also have

0

dx

u ,

dt

0

dy

v ,

dt

dz

0

dt

(3.12)

The solution of eqns. (3.9), (3.10) are found to be

0 0

1 01 01 02

u

v

E

E

E

E

t

x

x

0 0

2 02 01 02

u

v

E

E

E

E

t

y

y

(3.13)

0 0

3 03 01 02

u

v

E

E

E

E

t

z

z

0 0 0

01 02

v

v

u

1

E

E

2

x

x

z

 

 

 

 

2

0 0 0

v

v

u

E

E

t

(6)

For gravity waves and

0 01 0

1 01 01 02

u

B

v

E

E

E

E

t

x

x

x

 

 

 

 

0 01 0

2 02 01 02

u

B

v

E

E

E

E

t

y

y

y

 

 

 

(3.14)

0 01 0

3 03 01 02

u

B

u

E

E

E

E

t

z

z

z

 

 

 

 

0 01 0 0

01 02

u

B

v

u

1

E

E

2

x

x

x

z

 

 

 

 

 

 

 

 

2

0 01 0 0

01 02

u

B

v

v

E

E

t

y

y

x

z

 

 

 

 



 



 

For magnetic waves, Here

x = x0 + u0 (x0, y0, z0) t, y = y0 + v0 (x0, y0, z0) t, z

= z0 (3.15)

Where x0, y0, z0, E01, E02, E03 denotes the initial values at t = 0.

We obtain the transport equations for the magnetic waves by following [13], where the amplitude a0

must have the form

a0 = a11 + 22 (3.16)

where1 and 2 are determined by the transport equation which we shall give below, and the

orthogonal eigenvectors 1 and 2 are given by

1

3 1

3

2

1 1

1 2

3 1

2

0

E

E

E

E

0

E

0

K

,

K

E

E

E

0

2E

2E

 

 

 

(7)

1

1 2 1 3 2 1 2

2

d

1

2E E (

)

2E E

K

dt

K

 

 

    

 

(3.18)

2

3 2 1 1

2

d

1

2E E

K

dt

K

 

 

(3.19)

Where

2 0 0 0 0

1 1 1 2 3 1 3 2

u

v

u

v

K

2 E

E E

E E

E E

z

z

x

x

We can rewrite the above set of eqns. (3.18) and (3.19) in the form

1 2

(d / dt)

 

 



1 2 3 2 1

2

3 2 1

2E E (

)

2E E

K

1

K

2E E

K

0

  

 

 

 

1 2

 

 

 

(3.20)

Eq. (3.20) is nothing but simply the form of the ordinary differential equations

d

[A]

dt

(3.21)

For the amplitude

   

[ ,

1 2

]

of the magnetic waves.

4. Discussion and Conclusions:-

Stability properties can be determined after finding eigen values of the coefficient matrix [A], i.e.

2 2 2 2 2 2

1,2 1 2 1 2 1 2

1

[ 2E E (

) [2E E (

)

4[E E (

) ]

2

 

   

   

  

2

1 3 2 1

2K E E (

) K ]

  

(4.1)

To determine the condition for stability of the system [9], the following different cases have to be considered.

Case (i)

Let

E

1

0

v

0

x

  

and

E

2

0, E

3

0.

Eq. (4.1) is reduced to the form

1,2

E E

2 3

 



(4.2)

(8)

1 = iK1 and 2 = – 1 (4.3)

This shows that the system would be stable if K1> 0, i.e.

0 0

3

u

u

E1

E

z

x

(4.4)

Case (iii)

Let E3 = 0 and E1 0, E2 0. Eq. (4.1) is reduced to the form

2 2 2 2 1/ 2

1,2 1 2 1 2

1

2E E (

) [2E E (

)

4K ]

2

 

   

   

(4.5)

If  +  = 0, then the system reduces to case (ii).

Case (iv)

If E1 = 0 = E2 and E3 0. It gives a stable solution as the coefficient matrix [A] becomes zero.

Case (v)

If E3 = 0 = E1 and E2 0. If reduces to case (iv).

Case (vi)

Let E3 = 0 = E2 and E1 0. We obtain

0

1 1 2 1

u

2iE

,

z

  

  

(4.6)

It becomes stable if

E

1

u

0

0.

z

 

Finally we conclude that basic flow shall be stable if  0 (4.7)

and

0 0 0 0 0

u

v

u

v

v

x

x

y

y

z

z

 



 

 

 

 

 

 

0 0 01 01 01

u

v

B

B

B

z

z

x

y

z

 

 

 

 

(9)

References:-

[1]. Eckhoff, S. Khut and Storesletten, L., J. Fluid Mech. 89, 401, (1978) [2]. Ellingsen, T. and Palm, E., Phys. Fluids 18, 487, (1975).

[3]. Falsaperla, P. and Mulone, G., Stability in the rotating Bfenard problem with Newton-Robin and fixed heat flux boundary conditions. Mechanics Research Communications, 37(1),122-128, (2010).

[4]. Gans, R.F., J. Fluid Mech. 68, 413, (1975)

[5]. Hamman, C.W., Kelwick, J.C., & Kirby, R.M., On the Lamb vector divergence in Navier -Stokes flows, J. Fluid Mech. 610 261-284. (2008).

[6]. Howard, L. N., Stud. Appl. Math. 52, 39, (1973).

[7]. Howard, L. N. And Gupta, A.S., J. Fluid mech. 14, 463, (1962). [8]. Landehl, M. T., J. Fluid Mech. 98, 243, (1980).

[9]. Rudraiah, N., Effect of porous lining on reducing the growth rate of Rayleigh-Taylor instability in the inertial fusion energy target. Fusion Sci., and tech. 43, 307-311, (2003).

[10].Sharma, V. and Rana, G.C., “Thermosolutal Instability of Rivlin-Ericksen Rotating Fluid in the Presence of Magnetic Field and Variable Gravity Field in Porous Medium”, Proc. Nat. Acad. Sci. India, Vol. 73, No. A, (2003), 1.

[11].Storesletten, L., Quart. J. Mech. Appl. Math. 35, 326, (1982).

[12].Storesletten, L. and Barletta, A., Linear instability of mixed convection of cold water in a porous layer induced by viscous dissipa tion. Int. J. of Thermal Sciences, 48, 655-664, (2009).

[13].Straughan, B., Stability and wave motion in porous media., volume 165 of Ser. In Appl. Math. Sci. Springer, New-York, (2008). [14].Sunil and Mahajan, A., A nonlinear stability analysis for rotating magnetized ferrofluid heated from below. Appl. Math. Computation,

204(1), 299-310, (2008a). ISSN 0096-3003.

[15].Straughan, E., Stability and wave motion in porous media., volume 165 of Ser. In Appl. Math. Sci. Springer, New-York, (2008). [16].Straughan, B., The Energy Method, Stability, and Nonlinear Convection, (2nd ed.), volume 91 of Ser. In Appl. Math. Sci. Springer,

New-York, (2004).

[17].Tillack, M.S., & Morley, N.B., Magnetohydrodynamics, 14-th Editionm. (1998).

[18].Trefethen, L. N., Trefethen, A.E., Reddy, S.C. & Driscoll, T.A., Hydrodynamic stability without eigenvalues. Science 261, 578 -584, (1993).

References

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