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A Class of Exact Solutions of Equations for Plane Steady Motion of Incompressible Fluids of Variable Viscosity for finite Peclet Number through Von-Mises Coordinates

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(1)

A Class of Exact Solutions of Equations for

Plane Steady Motion of Incompressible Fluids

of Variable Viscosity for finite Peclet Number

through Von-Mises Coordinates

Mushtaq Ahmed

Department of mathematics, University of Karachi, Pakistan

Abstract

This paper determines a class of exact solutions for plane steady motion of incompressible fluids of variable viscosity for finite Peclet number through von-Mises coordinates. The class is characterized by an equation involving a stream function and two differentiable functions f(x) and g(x) . Successive transformations technique is used on non-dimensional form of basic equations. The exact solutions are determined basing on two velocity profile cases. The first velocity profile case fixes the functionsg(x) and demands f (x) to satisfy a second order variable coefficients differential equation whose trivial solution is opted. The second velocity profile case fixes only the function g(x)and leaves f(x) arbitrary. In both the cases, a large set of expressions for streamlines, viscosity function, generalized energy function and temperature distribution for finite Peclet number can be found.

Keywords - Exact solutions for incompressible fluids, Variable viscosity fluids, Navier-Stokes equations with body force, Martin’s coordinates, von-Mises coordinates

I. INTRODUCTION

The basic equations for motion of a fluid element comprises of the equation of momentum, the equation of energy and equation of continuity. The basic equations for plane steady motion of incompressible variable viscosity fluid in Cartesian space(x,y) in non-dimensional form are following

0

  y

x v

u (1)

2

{ ( )} ]

[ x x y x y

x y

x vu p u u v

u

u         (2)

] )} (

{ ) 2 [( R

1

e

x x y y

y y

y

x vv p v u v

v

u         (3)

[2 ( ) ( ) ]

R E

P R

1 2 2 2

e c r

e

x y y

x yy

xx y

x vT T T u v u v

T

u          (4)

Where the coefficient of viscosity is   0 , the velocity vector field q

u(x,y),v(x,y)

and

) , (x y p

p  is pressure. The dimensionless quantitiesRe, Pr and Ec are respectively the Reynolds number,

the Prandtl number and the Eckert number. The product of Re and Pr is Peclet numberPe .

The equation of contunity (1) indicates

v

u x

y    

 , (5)

where   (x,y) is a stream function such that yx  xy .

Dimension analysis method, coordinates transformation techniques and successive coordinate’s transformation techniques are available for exact solutions in references [1-9] and references therein. The solution of equation (4) for very large and very smallPe can be found where as finding solutions for finite Pe is fascinating

(2)

defines the curves   const . as streamlines and leaves the curves   const . arbitrary [13]. With this definition the curvilinear coordinates system (, ) is called the Martin’s coordinates system. In Martin’s system the curves   const . are arbitrary therefore von-Mises coordinates system (x, ) takes it alongxaxis [14].

Let us characterization the streamlines   const . by

. )

( ) (

const x

g x f y

 

(6)

The equation (7), without loss of generality, implies

) ( ) ( )

(x g x   f

y   (7)

where f(x) and g(x) are differentiable functions. In this communication, the function g(x) is non-zero and  ( ) is zero.

The paper is organized as follow: Section (2) applies successive transformation technique converts the basic to Martin’s coordinates(, ) then to the von-Mises coordinates(x, ). Section (3) finds exact solutions of fundamental equations. The last section presents conclusion.

II. BASIC EQUATIONS IN VON-MISES COORDINATES

In equations (2-4) let us define the vorticity function w and the total energy functionL , the functionsA and B as follow

y

x u

v

w   (8)

e 2

2

R 2 ) (

2

1 ux

v u p

L      (9)

and

x x

y v B u

u

A  (  ),  4 (10)

Consider the allowable change of Martin’s coordinates (, ) through

) , ( ),

,

(  y y  

x

x   (11)

such that the Jacobian of the transformation 0 ) , (

) , (

 

 

 

y x

J is finite.

Suppose  be the angle between the tangents to the streamlines lines   const . and the curves  const . at a common pointP(x, y), then

) tan( =

 

x y

(12)

Applying the differential geometric technique [15], the fundamental equations (2-4) in Martin’s coordinates system( , ) are following

E J w Re

 = Re J E L + 

( )cos 2 2 sin 2

2 2

FJ J

F

A  

+ EA

J sin 2  F cos 2)

– 

  

 

  

 ( )sin 2 cos 2

2

1 2 2

FJ J

F B

+E B 

  

 

 

 2

cos 2

sin 2 1

J

F , (13)

0 = –ReJ L +E A cos 2 –A

F cos 2  J sin 2

+ 

  

 

 

 sin 2 sin 2

2 1

J F

B –  sin 2

2

B E

, (14)

(3)

e P

J 1

   

   

   

 

    

 

  

  

J T F T E

J T F T G

= – e c

R E

2 2

4 4

1

A

B

 + J

T

(15)

where the coefficients of first fundamental form are

E = x2  y2 , F = x x + y y , G = (x )2 + (y )2 , (16)

J =  E GF 2 , (17)

and

) , ( 

A =[

5 2

4

) sin cos

(

J E

J

F   

{E (2E J3cos   F E sin )

– 4E2J2J cos  2E E F sin  + E E E sin  }

+

3

2 cos

J

{E (F sin   J cos )– 2EJ cos  EG sin  }

+

3

2

) cos sin

(

EJ J

F   

{(J E  2EJ ) sin 

+ cos [FE  2 E FE E ]}

3

2 sin

J

{(E (J sin   F cos )–2EJ sin  +EG  cos  }], (18)

) , ( 

B =

3

4

EJ

[E (F sin   J cos )2–2E(F sin   J cos )

(F sin   J cos ) + E2(J sin 2 G sin 2)] , (19) and

w =

3

2

) cos sin

(

EJ J

F   

{(J E  2EJ ) sin  + cos [FE  2E FE E ]}

3

2 sin

J

{E (J sin   F cos )–2EJ sin  +EG cos  }]

+

5 2

4

) sin cos

(

J E

J

F   

{E(2E J3 cos  F E sin )

– 4E2J2J cos  2E E F sin  + E E E sin  } – [

3

2 cos

J

{E (F sin   J cos )– 2EJ cos  E G sin  } ], (20) Since the von-Mises coordinates system(x, ), takes the curves  const . alongxaxis , therefore

x

 (21)

Applying equation (21) and the streamlines (7) in equation (12) and equations (16-17) and using the trigonometric identities, we have

E

1

cos   (22)

2

) (

1 M N

E    (23)

F = J E 1 (24)

G = J 2 (25)

) (xg a g x

J    (26)

(4)

) ( ) ( ) ( )

(x xg x M x x f x

N     , (27)

and

b

a

 

 (28)

with constantsa  0, b . The equations (13-15) and equations (18-20), in von-Mises coordinates (x, ) are following

 

J A E A B

L R w

Reex   

 1 (29)

J B E E A J E A L

Re xx

1 1 ) 2 ( 0       

 (30)

4

(31)

4 1 2 1 2 1 2 2 2 2 2 A B P E J T J EJ E E J E a T P E E J T J E a T E a T J r c x x e x x x x                                      

( ) 2( )( )

) ( 2 g N N M N M g x g x a

A         (32)

2 2 ) ( 4 g x a g N

B     (33)

                                  a g x N g x N a g x N M g x M w  2 2 2 ) ( 2 1 ) ( 2 (34)

and the magnitude of velocity vector q  (u,v) is

J N M q 2 ) (

1  

 (35)

Eliminating the functionL from equations (28-29) assuming LxL x provides the following compatibility equation

) 36 ( ) ( ) ( ) ( ) ( ) ( ) ( 1 ) ( 2 2 2 x e x x x x x w R g a B g f B g f x g f A g f x g f A A g a A g x a g f x A g f x A g x a                                                  

Finding solution of equation (36) L and T are obtained from equations (29-30) and (31) respectively. The viscosity is obtained either from equation (32) or (33). The pressure and velocity components are obtained from equation (9) and equation (5) respectively.

The number of unknown in equation (36) can be reduced by eliminating  through a relation between A and

B but it is not impossible here. Therefore, following two cases are considered

Case I: A  0

(5)

III. EXACT SOLUTIONS The case

0 

A (37)

and equations (27) in (32) provides

0 ) ( ) ( 2

     

g x g

g xg

(38)

0 ) ( ) ( 2

      

f x g

f g x

(39)

It is easy to see that equation (38) is satisfied by

1 2 0

1 )

(

C x C x g

 

 (40)

Equation (39) on utilizing equation (40) provides

0 ) 3

( )

(C0 x2 C1 f  C0 x2 C1 f

x (41)

The equation (41) possesses trivial and non-trivial solution. A trivial solution of equation (41) is

0 ) (x

f (42)

Equation (36) on utilizing equation (42), becomes

x

B 

      

g g

 

B 

      

g g

B = g

a C Re

 

2 0

4 

(43)

This suggests seeking a solution of the form

) (

2 x Q

B  (44)

Equation (43) on substituting equation (44) provides

Q– 2 

     

g g

Q = g

a C Re

 

2 0

2

(45)

whose solution is

) (x

Q =

g

a

C

R

e

2 0

2

+ C2 g2 (46)

Equation (44) on substituting equation (46) gives

B = 2 { g

a C Re

2 0

2

+ C2 g2} (47)

and equation (33) on using equation (47) provides

 =

) ( 4

)

( 2

 

xg g x a

{ g

a C Re

2 0

2

+ C2 g2} 2 (48)

Solution of equation (29) and (30), utilizing equation (47) and (37) is

L R

a e = {

a Re

   

   

 

2 2

) (

2

g x

N g x N

– 2a Q(x)}       

2

2

+p6 (49)

Equation (31), using (42) and (47) provides

x x T g x

a )

( 2a(xg)Tx+

T g

x g x a 1(  )2

+ x

Pe Tx

g x

g x a g x a

    

  

 

 

) ( 2

) ( 1 )

(

2

 

+

  

 

    

 

) ( )

(

) ( 2

g x g

x g x g x

a T =Ec Pr a2(xg)(xg g) 2 Q(x) (50)

Let us seek solution of equation (50) of the form

) ( ) ( )

,

(x 2 R x S x

T    (51)

(6)

R g x

a 2 2 +x g

agPe  4a xg

R+2a

3(x g)2  xg (x g)

R

= Ec Pr (xg g){ g a

C Re

2 0

2

+ C2 g2} (52)

S g x

a 2 2 +xg

a gPe

S=  2a R(x) (53)

On substituting the value of g(x) from equation (40) in equation (52) we get

R C x C x

a 2( 0 2  1)2 +x(C0 x2  C1)

a(9C0 x2 C1) Pe(C0 x2 C1)2

R

+8aC0 x2(2C0 x2 C1)R = –Ec Pr(C0 x2 C1){ 2 2

1 0 2

2 2

0 2

2

C a

C C R x

a C

Re e

 } (54)

where C0, C1and C2 are arbitrary constants. Equation (54) suggests searching a solution of (54) setting

1

C =0 (55)

Equation (54) on substituting C1=0, becomes

R x

a 2 +x

9aPeC0 x2

R–16 a R = –Ec Pr {

2 0

2

2 2 0

2

x C

C

a C Re

 } (56)

Consider the function R(x) satisfying equation (56) takes the form 2

2 1

)

(xBB x

R (57)

implies

   

 

 

28 1

8

2 2

1

C P

a a

R P E

B c r e r (58)

and

0 2 2

28 aC C P E

B   c r (59)

Inserting equations (58-59) in equation (57), we get

) (r

R = 

  

 

28 1

8

2

2

C P a a

P

Ec e r

0 2

28

a

C

C

P

E

c r

    

2

1

x

(60)

Employing equation (60) in equation (53), we get

) (x

S = – 2 C02 x e R x dx dx

x

e x

a P C x

a P C

e e

  

 

  

 

 

) ( 2 0 2

0

2 3 2

+ C3 dx

x e

x a

P

C e

 0 2

2

+C4 (61)

On substituting equations (60-61)) in equation (51), we get the temperature distribution.

Similarly, for non-trivial solution of equation (41), the exact the solutions to the basic equations can be obtained.

The case

0

B (62)

in equation (33) implies

x c

g  (63)

where c  0 is constant.

Equation (36) on supplying B  0 gives

x x A c

a1 – 2a (Mg)Ax

A

c g M

a 1 (  )2

(7)

+              c g M g g M

aA (  ) 2( )(  ) =

               x M M c a

Re 2

3

2

x a

Re

 (64)

Consider the solution of equation (64) of the form 

) ( ) (x P x R

A   (65)

Equation (64) employing equation (65) become

R

ac –2aMP+ agR+ 

        c gM M P a 2

+  {ac P +3a g P+          c g g P a 2 2 }=                x M M c a

Re 2

3

2

x a

Re

 (66)

Since  and x are independent variables therefore the equation (66) yields

P

x2 +3x P+P=

x c a Re 2 2  (67) and

xR

=

                 x M M c a R

x e 2

2

2 + c P

xM  2 + P x M M c x       

 2 (68)

The solutions of equations (67-68) are

x c a x R x x s x s x P e 2 2 2

1 ln (ln )

)

(    (69)

and ) (x R = x 1 dx dx x Z x         ( ) 1

1 +C1 ln x+C2 (70)

where ) ( 1 x Z =                  x M M c a R

x e 2

2

2 + P

c xM  2 + P x M M c x       

 2 (71)

On substituting equations (69-71) in equation (32), we get the value of   =

)

(M g

c a

 

R(x) P(x)

(72)

The solution of equation (29) and (30) using equation (63), is

L R

a e =

                  2 ) ( ) ( 2 2  x gP a x P c a x a Re +{               x x M x M c a

Re 2 ( )

) (

+acR(x)–aM (x)P(x)} +

M

P x dx c

a

 1 2 ( ) + M (x)R(x)dx +p5 (73)

The equation (31) on utilizing equation (72) becomes

x x T c

a  2a(Mg ) T x+

T

c g M

a 1 (  )2

+ Pe Tx

x ac                 

 2(  )(M g )

x N MT a

= –Ec Pr

RM (PM  gR) P g 2

(74)

The structure of equation (74) suggests 2 3 2

1(x) R (x) R (x) R

(8)

and

2

 [acR3+4ag R3

c g aR3 2 2

 2 3 ( 2 )

x g g

aR 

P R3

x ac

e  

       ]

+ [acR2–4aM R3 +2agR2

c Mg

aR3

4   2 R P x ac

e  

                                x g g R x M M R

a 2 3 2 2 2 ]

+ acR1  2aM R2+

c M

aR (1 )

2 3  2

+ P R1

x ac

e  

      +        

 ( 2 )R2

x M M

a

= –

E

c

P

r

R

M

(

P

M

g

R

)

P

g

2

(76)

Comparison of the coefficients of like terms on both sides gives

3 2

R

x  5 x2 R3

c a P

x e 

     

   4R3= Z4(x) (77)

2 2

R

x  2

2

3 R

ac x P

x e

           2 R

 = Z3(x) (78)

and

1

R + 1 R1

ac P x

e

  

 

  = Z2(x) (79)

where ) ( 2 x Z = c R M 2 2 

+1 2 R2

x M M

c 

 

 

 – 3

2 2 ) 1 ( 2 R c M          –

R

c

a

M

P

E

c r

(80)

) (

3 x

Z =4a x2M R3

        x M M R x a 4

2 2 3Ec Pr

x2PM  cR

(81)

) ( )

(

4 P x

a P E x

Z   c r (82)

The solution of equation (79) is

) (

1 x

R = xe Z x dx dx

x

e ac x

P x c a P e e                                ) (

2 + C5 

                    dx x e x c a Pe

+C6 (83)

The solutions of equations (77) and (78) using Mathematica is

) (

2 x

R = 

       x A C 1 1 1

3 + C4 MeijerG[{{ },{1}}, {{1,1},{}},  A1 x]

+ x 1 ) 1 1 (

1 A x

A   eA1r xMeijerG[{{ },{1}}, {{1,1},{}},  A1 x] Z3(x)dx

] 1 A {}}, }, 1 , 1 {{ {1}}, }, MeijerG[{{ x

x   

A1

1 A1 x

eA1x Z3(x)dx

(84)

) ( 3 x R =

         2 1 1 1 1 2 2 1 x A x A

(9)

+ 2

1

x

A12 (2  4 A1 xA12 x2)

eA1x x3 MeijerG[{{ },{1}}, {{2, 2},{}},  A1 x] Z4(x)dx

] 1 A {}}, 2}, 2, {{ {1}}, }, MeijerG[{{

2

x

x   

A x A x

xe Z x dx

A12 2 4 1 12 2 A1x 4( )

    (85)

where

c a P

A1 e (86)

Therefore equations (83-85) in equation (75) provides temperature distribution for finite Pe .

IV. CONCLUSION

Applying the successive transformation technique on non-dimensional equations for plane steady motion of incompressible fluids of variable viscosity in von-Mises coordinates a class of exact solutions are determined. In this class of flows the streamlines are characterized by equation yf (x) g(x)() with

b

a

 

( ) with constants a  0 andb . Based on two velocity field shapes exact solutions are

obtained. The first velocity field requires

1 2 0

1 )

(

C x C x g

 

 and f (x) satisfies a second order variable

coefficients differential equation with a trivial solution f(x)  0 . Therefore the streamlines for this case are

1 2

0 x C

C

b a y

  

  . The second velocity field demands

x c x

g( ) and leaves the function f (x) arbitrary.

Therefore the streamlines for this case are

x b a c x f

y  ( ) (   ) . Both the velocity field cases create

infinite set of streamlines, pressure, viscosity, generalized energy function, temperature distribution. The symbolsc  0, C0  0 , C1 , are constants.

The software Mathematica is used to determine the solution of some of the ordinary differential equations. The same software can easily draw the streamlines pattern to find the effect of various parameters on the streamlines and discuss the flow characteristic.

REFERENCES

[1] Naeem, R. K.; Mushtaq A.; A class of exact solutions to the fundamental equations for plane steady incompressible and variable viscosity fluid in the absence of body force: International Journal of Basic and Applied Sciences, 2015, 4(4), 429-465. www.sciencepubco.com/index.php/IJBAS , doi:10.14419/ijbas.v4i4.5064

[2] Mushtaq A., On Some Thermally Conducting Fluids: Ph. D Thesis, Department of Mathematics, University of Karachi, Pakistan, 2016.

[3] Mushtaq A.; Naeem R.K.; S. Anwer Ali; A class of new exact solutions of Navier-Stokes equations with body force for viscous incompressible fluid,: International Journal of Applied Mathematical Research, 2018, 7(1), 22-26.

www.sciencepubco.com/index.php/IJAMR , doi:10.14419/ijamr.v7i1.8836

[4] Mushtaq Ahmed, Waseem Ahmed Khan : A Class of New Exact Solutions of the System of PDE for the plane motion of viscous incompressible fluids in the presence of body force,: International Journal of Applied Mathematical Research, 2018, 7 (2) , 42-48. www.sciencepubco.com/index.php/IJAMR , doi:10.14419 /ijamr.v7i2.9694

[5] Mushtaq Ahmed, Waseem Ahmed Khan , S. M. Shad Ahsen : A Class of Exact Solutions of Equations for Plane Steady Motion of Incompressible Fluids of Variable viscosity in presence of Body Force,: International Journal of Applied Mathematical Research, 2018, 7 (3) , 77-81.

www.sciencepubco.com/index.php/IJAMR, doi:10.14419/ijamr.v7i2.12326

[6] Mushtaq Ahmed, (2018), A Class of New Exact Solution of equations for Motion of Variable Viscosity Fluid In presence of Body Force with Moderate Peclet number , International Journal of Fluid Mexhanics and Thermal Sciences, 4 (4) 429-

www.sciencepublishingdroup.com/j/ijfmts doi: 10.11648/j.ijfmts.20180401.12

[7] Naeem, R. K.; Steady plane flows of an incompressible fluid of variable viscosity via Hodograph transformation method: Karachi University Journal of Sciences, 2003, 3(1), 73-89.

[8] Naeem, R. K.; On plane flows of an incompressible fluid of variable viscosity: Quarterly Science Vision, 2007, 12(1), 125-131. [9] Naeem, R. K. and Sobia, Y. ; Exact solutions of the Navier-Stokes equations for incompressible fluid of variable viscosity for

prescribed vorticity distributions: International Journal of Applied Mathematics and Mechanics, 2010, 6(5), 18-38.

(10)

[11] Z.G. Fenz, E.E. Michaelides, Unsteady mass transport from a sphere immersed in a porous medium at finite Peclet numbers, Int. J. Heat Mass Transfer 42: 3529-3531, 1999.

[12] Fayerweather Carl , Heat Transfer From a Droplet at Moderate Peclet Numbers with heat Generation. PhD. Thesis, U of Toledo, May 2007.

[13] Martin, M. H.; The flow of a viscous fluid I: Archive for Rational Mechanics and Analysis, 1971, 41(4), 266-286. [14] Daniel Zwillinger; Handbook of differential equations; Academic Press, Inc. (1989)

References

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