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A Note on New Exact Solutions for Some Unsteady Flows of Brinkman- Type Fluids over a Plane Wall

Farhad Ali, Ilyas Khan, Samiulhaq, and Sharidan Shafie

Department of Mathematical Sciences, Faculty of Science, University of Technology, 81310 UTM Skudai, Malaysia

Reprint requests to S. S.; E-mail:ridafie@yahoo.com

Z. Naturforsch.67a,377 – 380 (2012) / DOI: 10.5560/ZNA.2012-0039 Received January 5, 2012 / revised March 3, 2012

Flows of a Brinkman fluid due to a plane boundary moving in its plane are studied using Laplace transform. The solutions that have been obtained for the velocity are presented in simple forms in terms of the complementary error function erfc(·). They satisfy all imposed initial and boundary conditions and can easily be reduced to the similar solutions for Newtonian fluids.

Key words:Brinkman Type Fluids; Plane Wall; Exact Solutions.

1. Introduction

Among the motions of a fluid over a plane wall, the Stokes’ problems as well as the motion induced by a constantly accelerating plate have been extensively studied in the literature. However, the first closed-form solutions for the motion of a viscous fluid over an os- cillating plate have been late enough obtained by Erdo- gan [1]. These solutions, as well as those correspond- ing to the fluid motion due to a constantly or highly accelerating plate have been recently extended by Fete- cau et al. [2] to fluids of Brinkman type [3–5].

The purpose of this note is to provide new exact solutions for the motion of a Brinkman fluid induced by a constantly or highly accelerating plate or due to an infinite oscillating plate. These dimensionless solu- tions, unlike those obtained in [2], are fully presented in analytical forms in terms of exponential and com- plementary error functions. They satisfy all imposed initial and boundary conditions and can easily be re- duced to the similar solutions for Newtonian fluids.

2. Flow Induced by a Highly Accelerating Plate Consider an incompressible fluid of Brinkman type [5] at rest over an infinite flat plate situated in the x,z-plane of a Cartesian coordinate systemx,y, andz.

At timet=0+, the plate starts motion in its plane with accelerating velocity. Owing to the shear, the fluid is

gradually moved, and its velocity is of the form

v=v(y,t) =u(y,t)i, (1)

whereiis the unit vector along thex-flow direction.

For such a flow, the governing equation is given by [2, Eq. (1.3)]

ν∂2u(y,t)

y2u(y,t) +u(y,t)

t ; y,t>0, (2) whereν is the kinematic viscosity of the fluid, β = α/ρ (ρ being the constant density of the fluid), and α is the drag coefficient that is usually assumed to be positive.

The appropriate initial and boundary conditions are u(y,0) =0 for y>0; u(0,t) =Atp for t≥0, (3) whereAandp>0 are constants. Furthermore, the nat- ural condition

u(y,t)→0 as y→∞ and t≥0, (4) has also to be satisfied.

We introduce the following dimensionless quanti- ties:

vp= upA)2p+11

, ξ =y

A νp+1

2p+11 ,

τ=t A2

ν 2p+11

.

(5)

c

2012 Verlag der Zeitschrift f¨ur Naturforschung, T¨ubingen·http://znaturforsch.com

(2)

378 F. Ali et al.·Unsteady Flows of Brinkman-Type Fluids over a Plane Wall Equations (2) – (4) reduce to

2vp(ξ,τ)

∂ ξ2pvp(ξ,τ) +∂vp(ξ,τ)

∂ τ ; ξ,τ>0, (6) vp(ξ,0) =0 for ξ >0,

vp(0,τ) =τp for τ≥0, (7)

vp(ξ,τ)→0 as ξ→∞ and τ≥0, (8)

whereβp=β(ν/A2)2p+11 . Applying the Laplace trans- form to (6) and bearing in mind (7) and (8), the solution in the transformedq-plane is

¯

vp(ξ,q) =Γ(p+1) qp+1 e−ξ

q+βp, (9)

whereqis the transform parameter, and ¯vp(ξ,q)is the Laplace transform ofvp(ξ,τ).

Applying the inverse Laplace transform to (9) and using the convolution theorem, we find that

vp(ξ,τ) = ξ 2√ π

τ Z

0

(τ−s)p s

s exp

−ξ2 4s−βps

ds.

(10)

By makingβp=0 into above relation, the correspond- ing Newtonian solution

vpN(ξ,τ) = ξ 2√

π

τ Z

0

(τ−s)p s

s eξ

2

4s ds, (11)

is obtained. Direct computations show that the velocity u(y,t), resulting from (5) and (11), has the same form as the shear stressτ(y,t)obtained from [6, Eq. (24)] for f(t) =f tp. This is important (see [6, Eq. (35)] and the remark of that section), because it is a positive proof of our solution’s correctness.

For convenience, let us write (9) in the equivalent form

¯

vp(ξ,q) =Γ(p+1) Γ(p) ·Γ(p)

qp ·1 qe−ξ

q+βp. (12)

Applying the inverse Laplace transform to (12) and using the convolution theorem, we find an equivalent

form forvp(ξ,τ), namely

vp(ξ,τ) =Γ(p+1) 2Γ(p)

τ Z

0

(τ−s)p−1

·

e−ξ

βperfc ξ

2√ τ−q

βpτ

+eξ

βperfc ξ

2√ τ+

q βpτ

dτ.

(13)

The corresponding form of solution for Newtonian flu- ids is

vpN(ξ,τ) =Γ(p+1) Γ(p)

τ Z

0

(τ−s)p−1

·erfc ξ

2√ τ

dτ.

(14)

Of course, (13) and (14) are equivalent to the equali- ties (2.13) and (2.14) from [2] for each natural num- berp.

Finally, in view of Eqs. (1), (5), and of the recur- rence relations (7) – (10) from [6], it is worth pointing out that the general solutionsvp(ξ,τ)can be written in terms of the complementary error function erfc(·) for each natural numberp. Forp=1, for instance, the corresponding solution is (see (A1) or [7, Eq. (7)]) v1(ξ,τ) =

1 2

τ− ξ

2p β1

e−ξ

β1erfc ξ

2√ τ−p

β1τ

+

τ+ ξ 2p

β1

eξ

β1erfc ξ

2√ τ

+p β1τ

.

(15)

Similarly forp=2 and 3, the corresponding solutions are (see (A2) and (A3))

v2(ξ,τ) =1 2

τ2− τ ξ pβ2

+ ξ22+ ξ

2p β2

·e−ξ

β2erfc ξ

2√ τ−p

β2τ

+

τ2+ τ ξ pβ2

+ ξ22

− ξ 4β2p

β2

·eξ

β2erfc ξ

2√ τ

+p β2τ

− ξ 2β2

rτ πexp

−ξ2 4τ−β2τ

,

(16)

(3)

F. Ali et al.·Unsteady Flows of Brinkman-Type Fluids over a Plane Wall 379

v3(ξ,τ) = τ3

12+ ξ2τ 16β3− ξ2

32β3

f(ξ,τ) +1

6 3ξ

3−ξ τ β3

rτ πexp

ξ2 4τ−β3τ

− ξ τ2 8p

β3

+ ξ τ 16β3p

β3

− ξ3 96β3p

β3

− ξ 32β3p

β3

·g(ξ,τ),

(17)

where g(ξ,τ) =

e−ξ

β3erfc ξ

2√ τ−p

β3τ

−eξ

β3erfc ξ

2√ τ+p

β3τ

, f(ξ,τ) =

e−ξ

β3erfc ξ

2√ τ

−p β3τ

+eξ

β3erfc ξ

2√ τ

+p β3τ

.

(18)

3. Flow over an Oscillating Plate (Stokes’ Second Problem)

The motion of a fluid due to an oscillating wall has many engineering applications. At time t =0+, the plate starts to oscillate in its plane according to

v=Usin(ωt)i, (19)

whereU is the amplitude of the motion, andω is the frequency of vibrations. Due to the shear, the fluid is gradually moved. Its velocity is of the form (1), the governing equation is given by (2) while the initial and boundary conditions are the same as given by (3) and (4), excepting

u(0,t) =Usin(ωt) for t≥0. (20) Introducing the dimensionless quantities

v= u

U, ξ =U

νy, τ=U2

ν t, ω= ν

U2ω, (21) and dropping out the star notation, the governing equa- tion takes the same form (6) withγ=ν β

U2 instead ofβp

and the boundary condition (20) becomes

v(0,τ) =sin(ω τ) for τ>0. (22) In this case, the solution in the transformedq-plane is given by

¯

v(ξ,q) = ω q22e−ξ

q+γ. (23)

Following the same way as in the previous section and avoiding repetition, we obtain the result (see (A4)) vs(ξ,τ) =

eiω τ 4i

e−ξ

γ+iωerfc ξ 2√

τ−p

(γ+iω)τ +eξ

γ+iωerfc ξ 2√

τ+p

(γ+iω)τ

−e−iω τ 4i

e−ξ

γ−iω

erfc ξ 2√

τ−p

(γ−iω)τ +eξ

γ−iωerfc ξ 2√

τ+p

(γ−iω)τ

,

(24)

where erfc(x+iy)is the complementary error function of complex argumentx+iywhich can be calculated in terms of tabulated functions [8]. Of course, by making γ→0 into previous relation, the solution

vsN(ξ,τ) =−e−iω τ 4i

e−ξ

−iωerfc ξ

2√ τ−√

−iω τ

+eξ

−iωerfc ξ

2√ τ

+√

−iω τ

+eiω τ 4i

e−ξ

erfc

ξ 2√

τ−√ iω τ

+eξ

erfc

ξ 2√

τ +√

iω τ

,

(25)

corresponding to Newtonian fluids is recovered. In- deed, bearing in mind the initial variables, it is easy to see that (25) is identical to Eq. (15) from [1]. Fur- thermore, as it clearly results from Figure1, the solu- tion given by (24) is equivalent to that obtained in [2, Eq. (3.6)] by a different technique.

Fig. 1. Comparative diagram of (24) and [2, Eq. (3.6)] when γ=1,τ=2,ω=0.2, andω τ=π2.

(4)

380 F. Ali et al.·Unsteady Flows of Brinkman-Type Fluids over a Plane Wall 4. Conclusions

New exact solutions for some unsteady motions of a Brinkman fluid due to a plane boundary moving in its plane are established using Laplace transforms. These solutions for velocity are presented in simple forms in terms of the elementary function exp(·)and the com- plementary error function erfc(·). They satisfy all im- posed initial and boundary conditions and can immedi- ately be reduced to the similar solutions for Newtonian fluids.

The solutions corresponding to the second problem of Stokes are presented in terms of the complemen- tary error function of complex argument x+iy. This function can be calculated in terms of tabulated func- tions [8]. Finally, for a check of results, the equivalence of our solutions (24) to the known results from the lit- erature [2, Eq. (3.6)] is graphically showed.

5. Appendix L−1

1 q2e−a

q+b

=1 2

ta

2√ b

e−a

berfc a 2√

t−√ bt

(A1) +

t+ a 2√ b

ea

berfc

a 2√

t+√ bt

, L−1

1 q3e−a

q+b

=1 4

t2ta

b+a2 4b+ a

4b√ b

·e−a

berfc

a 2√

t−√ bt

(A2) +

t2+ ta

b+a2

4b− a 4b√

b

ea

berfc

a 2√

t+

bt

a b

rt

πexp(−a2 4t −bt)

,

L−1 1

q4e−a

q+b

=1 6

3a 4b2at

b

· rt

πexp a2

4t −bt

+

a2 32b2+a2t

16b+t3 12

·

e−a

berfc

a 2√

t−√ bt

+ea

berfc

a 2√

t +√ bt

(A3) +

e−a

berfc

a 2√

t−√ bt

−ea

berfc

a 2√

t +√ bt

·

a 32b2

ba3 96b√

b+ at 16b√

bat2 8√

b

,

L−1 1

q+iωe−a

q+b

= e−iωt 2

e−a

b−iω

erfc a

2√ t−p

(b−iω)t

(A4)

+ea

b−iωerfc a

2√ t+p

(b−iω)t

.

Acknowledgements

The authors would like to thank reviewers for their useful assessment as well as for fruitful remarks and suggestions that improved the initial form of this note.

The authors would like to acknowledge MOHE and Research Management Centre – UTM for the finan- cial support through vote numbers 4F019, 4F109 and 03J62 for this research.

[1] M. E. Erdogan, Int. J. Nonlinear Mech.35, 1 (2000).

[2] C. Fetecau, C. Fetecau, and M. A. Imran, Math. Reports 13, 15 (2011).

[3] H. C. Brinkman, Appl. Sci. Res.A1, 27 (1947).

[4] H. C. Brinkman, Appl. Sci. Res.A1, 81 (1947).

[5] K. R. Rajagopal, Math. Models Methods Appl. Sci.17, 215 (2007).

[6] C. Fetecau, C. Fetecau, and R. Mehwish, Z. Naturforsch.

66a, 753 (2011).

[7] R. B. Hetnarski, Z. Angew. Math. Phys. (ZAMP)26, 249 (1975).

[8] M. Abramowitz and I. Stegun, Handbook of Mathemat- ical Functions, Dover, New York 1965.

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