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ISSN 2348 – 7968

Steady Flow in Pipes of Rectangular Cross-Section in Magnetic

Field

Dr.Anand Swrup Sharma

Associate Professor, Dept. of Applied Sciences, Ideal Institute of Technology, Ghaziabad (U. P.) India

ABSTRACT

:

In this paper we have investigated the steady flow in pipes of rectangular cross-section in magnetic field. We have investigated the velocity, flux and vortex line.

KEY WORDS: Steady flow, rectangular Cross section incompressible fluid andmagnetic field.

NOMENCLATURE

u = velocity component along x – axis v = velocity component along y – axis w (x,y) = velocity in x-y plane

t = the time

= the density of fluid P = the fluid pressure

K= the thermal conductivity of the fluid

= Coefficient of viscosity  = Kinematic viscosity Q = the volumetric flow

x

 = Vorticity component in x – direction

y

 = Vorticity component in y – direction

z

 = Vorticity component in z - direction

INTRODUCTION

We have investigated the steady flow in pipes of rectangular cross-section through porous medium. Attempts have been made by several researchers i.e. D. M. Fontana, M. L. Corcione, A. Monaco & L. Santarpia [1] laminar free convection from vertical plates in partly dissociated gases. L. K. Forbes [2] on the effects of non-linearity in free-surface flow about a submerged point vortex. B. Fornberg [3] a numerical study of steady viscous flow past a circular cylinder. B. Fornberg [4] Steady viscous flow past a circular cylinder up to Reynolds number 600. A. Fortin, M. Jardak, J. J.Gervais & R. Pierre [5] localization of hoaf bifurcations in fluid flow problems. Y. B. Fu & N. H. Scott [6] propagation of simple waves and shock wanes in a rod of slowly varying cross sectional area. S. Ganesh & S. Krishnambal [7] unsteady MHD

(2)

FORMULATION OF THE PROBLEM

Let z - axis be taken the direction of flow along the axis of the pipe. Then u = 0, v = 0 for steady and

incompressible fluid the velocity component is independent of z.

The equation of continuity.

0 ...(1)

u v w

x y z

  

0, 0 , w 0 , ...(2)

But u v w w x y

z

    

i.e. w is independent of z

The Navier-Stokes equations of motion in the absence of body forces.

= 0 ...(3) P

x  

= 0...(4)

P y

 

2

2 2

0

2 2 0

B

P w w

w

z x y

 

 

 

   

2

2 2

0

2 2 0...(5)

B

P w w

w

z x y

 



 

 

   

It is clear from (3) & (4) P is independent of x & y i.e. p is the Function of z

SOLUTION OF THE PROBLEM p = p (z) p dp Constant P

z dz

 

  

2 2 2 2 2

2 2 2

0

2 2 ...(6)2 2

B w w dp w w P

let B B w B w

x y dz x y

 

    

         

   

   

2 2 2

' P

D D B w

   

  

' . . h x h yn n

n

C F a e

 

  Where hn & h'n are related by 2 2 2

' 0

n n

hhB 

2

2 ' 2

2 2 2 2 2

1

'

1 1

and . . w (x, y) = Where

' n n n n

n n h x h y

P P

P I a e P h h B

D D BBB

 

    

 

 

y- axis

x- axis z

A B

C D

(-a , b)

(-a , -b) (a , -b)

(a , b)

(0, 0)

o =x

a

x

=

(3)

ISSN 2348 – 7968

Case -1 w x y ( , )  0 at ( , a b), w x y ( , )  0 at ( ,ab)

 

2 2

1 1

' '

0 0

n n

n n

a a

n n n n

h h b P h h b P

a e and a e

B B

 

 

 

  2 '

1

na n ...( ) n

n

h h b

P

a e a

B

  

       &    2 '

1

na n ...( ) n

n

h h b

P

a e b

B

 

 

'

0

n n

h   h  B

  

2

2

1 1

P

a B B a B

n n

n n

P

e a a e e

B

 

  

 

 

  

  

( )

1( , ) 2 2 2 2

a B x B B x a

P P P P

w x y e e e

B B B B

   

  

       

Case -2 w x y ( , )  0 at (a b, ) & ( a, b

2 2 2 2 2

( ) ( , ) P a B x B P P B x a P

w x y e e e

B B B B

   

       

Case - 3  w x y ( , )  0 at (a b, ) & ( , )a b

( )

3( , ) 2 2 2 2

b B y B B y b

P P P P

w x y e e e

B B B B

   

  

       

Case -4 w x y ( , ) 0 at ( a, b) & ( ,a b) , w x y4( , ) P2 eB y b( ) P2

B B

 

        

2

( , ) P 1 2 a B 2 b B ... (7)

w x y e Cosh x B e Cosh y B

B

  

   

In particular case: In the case of square i.e. a = b 

2

( , ) P 1 2 a B ... (8)

w x y e Cosh x B Cosh y B

B

  

   

Flux Q of the fluid over an area of rectangular cross-section:

2

( , ) 1 2 a B 2 b B

a b a b

x a y b a b

P

Q w x y dx dy e Cosh x B e Cosh y B dx dy

B

   

 

   

2 0 2

2 2 1

1 2 a B 2 b B 1 2 a B 2 b B

a b a

a a

P P

e Cosh x B e Cosh y B dy dx e Cosh x B b e Sinh b B dx

B B B

   

  

     

 

 

(4)

2 0 2

0

4 2 4 2 2

1 2 a B b B a B b B

a a

P P a

b e Cosh x B e Sinh b B dx b x e Sinh x B e Sinh b B

B B B B B

 

 

   

 

     

 

2

4P 2 a B 2a b B

b a e Sinh a B e Sinh b B

B B B

   

 

  

2

4 2

... (9)

a B b B

P

Q ab b e Sinh a B a e Sinh b B

B B

 

 

   

In particular case: In the case of square a = b

2

2

4 4

... (10) a B

P a

Q a e Sinh a B

B B

 

   

2 1 2 2

a B b B

P

q ui vj wk e Cosh x B e Cosh y B k

B

  

       

The equation of vortex line

x y z

dx dy dz

 

   where  x, y & z  are vorticity components

2

2

2 b B b B

x

w v P P

B e Sinh y B e Sinh y B

y zBB

 

     

   

2

2

2 a B a B & 0

y z

u w P P

B e Sinh x B e Sinh x B

z xBB

 

       

   

& 0

2 b B 2 a B 0

dx dy dz

dz z B

P P

e Sinh y B e Sinh x B

B B

 

     

  

1

a B b B

a B b B

dx dy

e Sinh x B dx e Sinh y B dy C e Sinh x B

e Sinh y B    

 

1 1

1 1

,

b B a B

a B b B

e Cosh x B e Cosh y B C e Cosh x B e Cosh y B C B A

BB      

The vortex lines: ea B Cosh x B eb B Cosh y B A & z = B ... (11)

  

(5)

ISSN 2348 – 7968

In particular case: In the case of square a = b

 

& Z = B ... (12)

a B

e Cosh x BCosh y BA  

 

Table for velocity:  

 

2 0 1

, .5, 1, , ,

4

B

Let Pa b are same and Bx y are change

 

    

Table-1 (for velocity)

 

x y (.1, .1) , (.2, .3) (.3, .4) (.4, .5) (.5, .6) (.6, .7) (.7, .8)

2 0

1

B

   w x y -4.964 -5.114 -5.28 -5.504 -5.788 -6.134 -6.547

 

,

2 0 1

2

B

  

 

,

w x y -11.21 -11.297 -11.396 -11.529 -11.696 -11.897 -12.133

2 0 1

3

B

  

 

,

w x y -20.635 -20.712 -20.796 -20.908 -21.048 -21.216 -21.414

2 0 1

4

B

  

 

,

w x y -33.102 -33.172 -33.249 -33.352 -33.481 -33.636 -33.816

2 0 1

6

B

  

 

,

w x y -67.07 -67.135 -67.21 -67.3 -67.419 -67.56 -67.73

CONCLUSION AND DISCUSSION

In this paper we have investigated the velocity by the table-1 of equations (7) between velocity and point

x y,

. It is clear that the velocity of fluid

increases uniformly with negative sign in the interval

.1,.1

 

x y,

 

 .7 ,.8

at different values

of 2 0

B

  again velocity increases uniformly in

the interval

.1,.1

 

x y,

 

 .7 ,.8

when 2 0

B

  

decreases from 1 to 1

6 . Negative sign of velocity shows that direction of flow is opposite to the direction of motion of fluid. We have investigated vortex lines and the volumetric flow of elliptic and circle by equations. (8), (9), (10), (11) and (12) respectively.

REFERENCES

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gases. Int. J. of heat and mass transfer 43, pp 1113-1120, (2000).

[2] Forbes L.K., on the effects of non-linearity in free-surface flow about a submerged point vortex. J. Eng. Math’s 19 pp 139– 155, (1985).

[3] Fornberg B., a numerical study of steady viscous flow past a circular cylinder. J. fluid mechanics 98, pp 819-855, (1980).

[4] Fornberg B., Steady viscous flow past a circular cylinder up to Reynolds number 600. J. of Computational Physics 61, pp 297-320, (1985).

[5] Fortin A., Jardak M., Gervais J. J. & Pierre R., localization of hoaf bifurcations in fluid flow problems. Int. J. for numerical methods in fluids 24, pp 1185-1210, (1997).

[6] Fu Y. B. & Scott N. H., propagation of simple waves and shock waves in a rod of slowly varying cross sectional area.Int.J. Engng.sci.Vol.-32, No.-1,pp.35-99, (1994)

[7] Ganesh S. & Krishnambal S., unsteady MHD stokes flow of viscous fluid between two parallel porous plates. J. of Applied Sciences, Vol. 7, pp 374-379, (2007).

[8] Garandet J. P. & Alboussiere T. and Moreau R., Buoyancy driven convection in a rectangular enclosure with a transverse magnetic field. Int. J. of Heat and Mass Transfer, vol. 35, no. 4, pp. 741–748, (1992).

[9] Gaskell P. H., Thompson H. M. & Savage M. D., A finite element analysis of steady viscous flow in triangular cavities. proceedings of the institution of mechanical engineers part c-Journal of mechanical engineering science, vol. 213, pp 263-276, (1999).

[10] Gervais J. J., Lemelin D. & Pierre R., some experiments with stability analysis of discrete incompressible flows in the lid-driven cavity. Int. J. for numerical methods in fluids Vol. 24, pp 477-492, (1997).

[11] Ghia U., Ghia K. N. & Shin C. T., High-Reynolds solutions for incompressible flow using the Navier-stokes equations and a multi grid method. J. of Computational Physics, Vol. 48, pp 387-411, (1982).

[12] Ghosh S. K., Hall effects on hydromagnetic convective flow in a rotating channel. Indian J. Pure. Appl. Math. Vol. 25 (9), pp 991-1000, (1994).

References

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