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1. International Journal Of Mathematics And Statistics Invention (IJMSI)
E-ISSN: 2321 – 4767 P-ISSN: 2321 - 4759
Www.Ijmsi.org || Volume 3 Issue 1 || January. 2015 || PP-33-37
www.ijmsi.org 33 | P a g e
Steady Flow in Pipes of Rectangular Cross-Section Through
Porous Medium
Dr. Anand Swrup Sharma
Associate Professor, Dept. of Applied Sciences, Ideal Institute of Technology, Ghaziabad (U. P.)
Email: Sharma.as09@gmail.com
ABSTRACT : In this paper we have investigated the steady flow in pipes of rectangular cross-section through
porous medium. We have investigated the velocity, flux and vortex line.
KEY WORDS: Steady flow, rectangular cross-section, incompressible fluid and porous medium.
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
I. INTRODUCTION
We have investigated the steady flow in pipes of rectangular cross-section through porous medium.
Attempts have been made by several researchers D. Chittibabu and D.R.V. Prasada Rao [1] Sort effect on
convective flow of heat & mass transfer through a Porous medium in a horizontal wavy dilated channel with
radiation. D.K. Das and U. Barman [2] Slow steady flow of a viscous incompressible fluid between two
infinite co-axial circular cylinders with axial roughness. D.K. Das and U. Barman [3] to study the boundary
layer for MHD stratified fluid through a Porous medium. Dong – Yong Shui, Grassia Pau and Brian Derby [4]
oscillatory in Compressible fluid flow in Tapered Tube with a free surface in an inkjet print Head. P.G. Drazin
[5] on the stability of Parallel flow of an incompressible fluid of variable density and viscosity. L. E.
Ericken and L. T. Fant [6] heat and mass transfer on a moving continuous flat plate with suction or
Injection Ind. A. T. Eswar and B. C. Bommiah [7] the affect of variable viscosity on Laminar flow due to a
point shrik. M. A. Al-Nimr, M. Alkam and M. Hamdan [8] on forced convection in channels partially filled with
porous substrates. M. A. Al-Nimr and M. Alkam [9] unsteady Non-Darcian forced convection analysis in an
annulus partially filled with a porous material. M.A. Al-Nimr and M. Alkam [10] unsteady Non-Darcian fluid
flow in parallel plates channels partially filled with porous material. R. A. Alpher [11] on forced convection in
channels partially filled with porous substrates. In this paper we have investigated the velocity, flux and vortex
line.
II. 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 , 0 , .......(2 )
w
B u t 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.

2. Steady Flow In Pipes Of Rectangular…
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= 0 ..............(3)
P
x



= 0.........(4)
P
y



2 2
2 2
0 ................(5)
P w w w
z x y K



   
      
   
21
let B
K

It is clear from (3) & (4) P is independent of x & y i.e. p is the Function of z
III. SOLUTION OF THE PROBLEM
p = p (z) , C o n stan t P
p d p
z d z

   

2 2 2 2
2 2
2 2 2 2
.................(6 )
w w d p w w P
B w B w
x y d z x y


    
        
    
 2 2 2
'
P
D D B w

   
'
. . n nh x h y
nC F a e

   Where hn & h'n are related by
2 2 2
' 0n n
h h B  
2 2 2 2
1
and . .
'
P P
P I
D D B B 
 
   
   
2
2 ' 2
2
1
' 1
w (x , y) = W h eren n n
n
n nh x h y
a e P h h B
B 



  
Case - I: ( , ) 0 ( , ), ( , ) 0 ( , )w x y a t a b w x y a t a b  
2 2
1 1
' '
0 0n n
n n
a a
n n n nh h b h h bP P
a e a n d a e
B B 
 
 
 
    
2
'
1
................( )
a
n n
n
n
h h bP
a e a
B



   
2
'
1
................( )
a
n n
n
n
h h bP
a e b
B



  
'
0n n
h h B   
y- axis
x- axis
z
A B
CD
(-a , b)
(-a , -b) (a , -b)
(a , b)
(0, 0)
o
x=a
x=-a

3. Steady Flow In Pipes Of Rectangular…
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2
( )
12 2 2 2 2
1 1
, ( , )
P
a B a B a B x B B x aB
n n
n n
P P P P P
e a a e e w x y e e e
B B B B B

    
  
    
 
           
Case -II: ( , ) 0 ( , ) & ( , )w x y a t a b a b   
2 2 2 2 2
( )
( , )
a B x B B x aP P P P
w x y e e e
B B B B   

     
Case - III: ( , ) 0 ( , ) & ( , )w x y a t a b a b 
( )
3 2 2 2 2
( , )
b B y B B y bP P P P
w x y e e e
B B B B   
  
     
Case - IV:
( )
4 2 2
( , ) 0 ( , ) & ( , ) , ( , )
B y bP P
w x y a t a b a b w x y e
B B 

      
2
( , ) 1 2 2 .............. (7 )
a B b BP
w x y e C o sh x B e C o sh y B
B
   
 
In particular case: In the case of square i.e. a = b
 2
( , ) 1 2 ............. (8)
a BP
w x y e C o sh x B C o sh y B
B
   
 
Flux Q of the fluid over an area of rectangular cross-section if given by
 2
( , ) 1 2 2
b Ba B
a b a b
x a y b a b
P
Q w x y d x d y e C o sh x B e C o sh y B d x d y
B     
      
   2 20
2 2 1
1 2 2 1 2 2
a B b B a B b B
a b a
a a
P P
e C osh x B e C osh y B dy dx e C osh x B b e Sinh b B dx
B B B  
  
       
  
  
 2 20
0
4 2 4 2 2
1 2
a B b B a B b B
a
a
P P a
b e C o sh x B e S in h b B d x b x e S in h x B e S in h b B
B B B B B 
    
         
     

2
4 2 2a B b BP a
b a e Sinh a B e Sinh b B
B B B
  
    
  
 2
4 2
............ (9 )
a B b BP
Q a b b e S in h a B a e S in h b B
B B
 
  
 
 
In particular case: In the case of square a = b
2
24 4
............. (1 0 )
a BP a
Q a e S in h a B
B B
 
 
 
 

4. Steady Flow In Pipes Of Rectangular…
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2
( , ) 1 2 2
a B b BP
w x y e C o sh x B e C o sh y B
B
   
 

2
1 2 2
a B b BP
q u i vj w k e C o sh x B e C o sh y B k
B
      
 
Let , &x y z
   are vorticity components
2
2
2
b Bb B
x
w v P P
B e S in h y B e S in h y B
y z B B 
 
       
  
2
2
2 , 0
a B a B
y z
u w P P
B e S in h x B e S in h x B
z x B B 
 
         
  
The equation of vortex line:
x y z
d x d y d z
 
  
2 2 0b B a B
d x d y d z
P P
e S in h y B e S in h x B
B B 
  

0d z z B  
1
a B b B
a Bb B
d x d y
A g a in e S in h x B d x e S in h y B d y C
e S in h x Be S in h y B
   

 
11
1 1
,
b B a Ba B b B
e C o sh x B e C o sh y B C e C o sh x B e C o sh y B C B A
B B
    
 The vortex lines:
& Z = B ..................... (1 1 )
a B b B
e C o sh x B e C o sh y B A 
Clearly the flow is Rotational in pipe.
In particular case: In the case of square a = b
  & Z = B ............. (1 2 )
a B
e C o sh x B C o sh y B A 
Table for velocity:
 
1 1
, .5, 1, , ,
4
L et P a b are sam e B and x y are change
K


    

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Table- 1 (for velocity)
 ,x y
(.1, .1) (.2, .3) (.3, .4) (.4, .5) (.5, .6) (.6, .7) (.7, .8)
1
1
K
  ,w x y
-4.964 -5.114 -5.28 -5.504 -5.788 -6.134 -6.547
1 1
2K
  ,w x y
-11.21 -11.297 -11.396 -11.529 -11.696 -11.897 -12.133
1 1
3K
  ,w x y
-20.635 -20.712 -20.796 -20.908 -21.048 -21.216 -21.414
1 1
4K
  ,w x y
-33.102 -33.172 -33.249 -33.352 -33.481 -33.636 -33.816
1 1
6K
  ,w x y
-67.07 -67.135 -67.21 -67.3 -67.419 -67.56 -67.73
IV. 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 , .7 , .8x y  at different values of
1
K
again velocity increases uniformly in the interval
     .1 , .1 , .7 , .8x y  when
1
K
decreases from
1
1 to
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.
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[2]. Das D. K. and U. Barman, Slow steady flow of a viscous incompressible fluid between two infinite co-axial circular cylinders
with axial roughness. Acta ciencia Indica, Vol. XXXIV M, No. 4, pp 1625, (2008).
[3]. Das D. K. and U. Barman, to study the boundary layer for MHD stratified fluid through a Porous medium. Acta ciencia Indica, Vol.
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