PERISTALTIC FLOW OF AN ELLIS FLUID MODEL IN AN …parameters on pumping characteristics and...
Transcript of PERISTALTIC FLOW OF AN ELLIS FLUID MODEL IN AN …parameters on pumping characteristics and...
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International Journal of Mechanical Engineering and Technology (IJMET) Volume 9, Issue 2, February 2018, pp. 15–27 Article ID: IJMET_09_02_002
Available online at http://www.iaeme.com/IJMET/issues.asp?JType=IJMET&VType=9&IType=2
ISSN Print: 0976-6340 and ISSN Online: 0976-6359
© IAEME Publication Scopus Indexed
PERISTALTIC FLOW OF AN ELLIS FLUID
MODEL IN AN INCLINED UNIFORM TUBE
WITH WALL PROPERTIES
K. Thanesh Kumar, A. Kavitha
Department of Mathematics, School of Advanced Sciences, VIT University,
Vellore, India
R. Saravana
Department of Mathematics, Madanapalle Institute of Technology and Science,
Madanapalle, India
ABSTRACT
The present article deals with the peristaltic transport of an Ellis fluid model in an
inclined uniform tube with the wall properties using long wavelength and low
Reynolds number approximations. The analytical expressions have been obtained for
stream function, velocity and temperature distribution. The results are plotted and
discussed in detail for the shear thinning and shear thickening fluid cases. The impact
of various parameters on the flow behavior such as rigidity parameter 1E , stiffness
parameter 2E , viscous damping force parameter 3E and Brickman number are studied.
It is found that the velocity profile is an increasing function of rigidity parameter,
stiffness parameter and viscous damping force parameter due to the less resistance
offered by the walls for shear thinning fluid, but quite opposite behavior is depicted
for shear thickening fluid. It is seen that Brickman number enhances the temperature
for all cases.
Keywords: Peristaltic flow, uniform tube, Shear thickening, shear thinning, Ellis fluid
Cite this Article: K. Thanesh Kumar, A. Kavitha and R. Saravana, Peristaltic Flow of
an Ellis Fluid Model in an Inclined Uniform Tube with Wall Properties, International
Journal of Mechanical Engineering and Technology 9(2), 2018. pp. 15–27.
http://www.iaeme.com/IJMET/issues.asp?JType=IJMET&VType=9&IType=2
K. Thanesh Kumar, A. Kavitha and R. Saravana
http://www.iaeme.com/IJMET/index.asp 16 [email protected]
1. INTRODUCTION
The complex rheological fluids usually transported from one place to another place with a
special type of pumping known as Peristaltic pumping. The mechanism includes involuntary
periodic contraction followed by relaxation or expansion of the ducts and the mechanism is
observed in physiology situations such as the food propels through the digestive tract, urine
transport from the kidney to the bladder through ureters, lymphatic fluids propels through
lymphatic vessels, bile flows from the gall bladder into the duodenum, spermatozoa move
through the ducts efferentes of the male reproductive tract and cervical canal, ovum moves
through the fallopian tube, and blood circulates in small blood vessels. The engineering
analysis of peristalsis such as aggressive chemicals, high solid slurries, noxious fluid and
other materials are transported by peristaltic pumps. Roller pumps, hose pumps, tube pumps,
ginger pumps, heart lung machines, blood pump machines, and dialysis machines are
engineered on the basis of peristalsis.
The study of peristalsis has received considerable attention in the last few decades mainly
because of its relevance of engineering and biological systems. Several studies have been
made analyzing both theoretical and experimental aspects of the peristaltic motion of
Newtonian and non-Newtonian fluids in different situations. In the context of such
physiological and industrial applications, the dynamics of peristaltic mechanism has been
discussed in detail by various researchers [1-10]. Kavitha et al. [11] studied the peristaltic
transport of a Jeffrey fluid between porous walls with suction and injection. Eldabe et al. [12]
analyzed the MHD peristaltic flow of a couple stress fluids with heat and mass transfer in a
porous medium. Saravana et al. [13] discussed the MHD peristaltic flow of a Jeffrey fluid in a
non-uniform porous medium channel with wall properties, slip conditions, heat and mass
transfer. Saravana et al. [14] reported the peristaltic transport of a third grade fluid in an
inclined asymmetric channel. Kavitha et al. [15] studied the peristaltic transport of Jeffrey
fluid in contact with Newtonian fluid in an inclined channel.
The Ellis equation is given by Rathy [16] is as follows
rz
n
rzrzdr
dwττητη
1
10
−+=
(1)
The Ellis fluid model is one of the fluid model which exhibits the non-linear relationship
between the shear stress and strain rate. The fluid model has its significance depending on
nonlinear factor 1η , for 1η = 0 the model represents the Newtonian fluid, for 1η <0 it represents
shear thickening fluid, and for 1η >0 the model exhibits the behavior of shear thinning fluid.
Narahari et al. [17] studied the peristaltic flow of an Ellis fluid through a circular tube.
Vajravelu et al. [18] analyzed the peristaltic flow of Herschel-Bulkily fluid in an inclined tube
and the results of flow characteristics reveal many interesting behaviors. Nadeem et al. [19]
investigated the tangent hyperbolic fluid in a uniform inclined tube. Hemadri Reddy et al. [20]
investigated the effect of induced magnetic field on the peristaltic pumping of a Carreau fluid
in an inclined symmetric channel filled with porous material. The effects of various
parameters on pumping characteristics and frictional forces are discussed. Hemadri Reddy et
al. [21] made a study on the peristaltic pumping of a non-Newtonian micropolar fluid in an
inclined channel. The pressure rise over one wavelength and frictional force are obtained.
Srinivas et al. [22] discussed the effect of thickness of the porous material on the peristaltic
pumping when the inclined channel walls are provided with non-erodible porous lining. Hari
Prabakaran et al. [23] analyzed the peristaltic transport of a Bingham fluid in contact with a
Newtonian fluid in an inclined channel.
Peristaltic Flow of an Ellis Fluid Model in an Inclined Uniform Tube with Wall Properties
http://www.iaeme.com/IJMET/index.asp 17 [email protected]
Keeping this in mind, we study the peristaltic flow of an Ellis fluid model in an inclined
uniform tube with the wall properties using long wavelength and low Reynolds number
approximations.
2. MATHEMATICAL FORMULATION
Consider the peristaltic flow of an Ellis fluid through a uniform inclined tube of radius a (Fig.
1) with heat transfer. The peristaltic wave is represented by
( ) ( )ctZSinbatZHR −+==λ
π2,
(1)
Where a is the radius of the tube at inlet, b is the wave amplitude of the tube, λ is the
wavelength and c is the wave speed.
Figure 1 Physical Model
Under the assumptions that the tube length is an integral multiple of the wavelength λ and
the pressure difference across the ends of the tube is a constant, the flow is inherently
unsteady in the laboratory frame ( )ZR ,,θ and becomes steady in the wave frame ( )zr ,,θ
which is moving with velocity c along the wave. The transformation between these two
frames is given by
, ,r R z Z ctθ θ= = = − ,2
2R
−Ψ=ψ and ( ) ( )zptZp =, (2)
Where ψ and Ψ are stream functions in the wave and the laboratory frame respectively.
We assume that the flow is inertia free and the wavelength is infinite. Using the non-
dimensional quantities.
K. Thanesh Kumar, A. Kavitha and R. Saravana
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1
2
1
2 2
1
2 3 3 3
1 2 33 3 2
0 1
, , , , , ,
, , , , ,
1 1, , , ,
, , , , , ,( )
n
npo
o rn
o
c e r
p
r z ct F wr z t F w
a c c c
a
crpa q b uacp r q p u
c c a c a k
T TQQ u w
a c a c r z r r T T
c a ca a ma c C aE R E E E B
c T T c c
ττ
λ λ λµµ
µφ
λ µ π λ
ψ ψ ψψ θ
π π
ηρ σδ
λ µ λ µ λ λ µ
+
= = = = = =
= = = = = =
−∂ ∂= = = − = =
∂ ∂ −
′−= = = = = = =
−
2
2
d
o
c
T a (3)
Where ,U w the radial and axial velocities in the wave frame.
The governing equations of motion and energy in simplified form can be written as
(lubrication approach)
0u u w
r r z
∂ ∂+ + =
∂ ∂ (4)
( ) ( )1sinrz zz
e
rw w pR u w g
r z z r r z
τ τδ δ ρ α
∂ ∂∂ ∂ ∂ + = − + + +
∂ ∂ ∂ ∂ ∂ (5)
3 2 ( ) ( )cosrz rr
e
ru u pR u w g
r z r z r r
τ τδδ δ ρ α
∂ ∂∂ ∂ ∂ + = − + + −
∂ ∂ ∂ ∂ ∂ (6)
2 22 2
2 2
1Pre r r r z z r z z
u w u wR u w Br
r z r r r z r r z r
θ θ θ θ θδ δ δτ τ δ τ τ δ
∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ + = + + + + + +
∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ ∂ (7)
0w = , at ( )2
sin ( )r h z a b z tπ
λ= = + − (8)
0 0rz at rτ = = (9)
0=Ψ , at 0r = (10)
0θ = , at r h= (11)
0r
θ∂=
∂ , at 0r = (12)
Under the assumption of long wavelength and low Reynolds number Equations (5) - (7)
takes the following form
[ ]1 1
sinrz
pr
r r z Fτ α
∂ ∂= −
∂ ∂ (12)
rz
n
rzrzdr
dwττητ
1
1
−+= (13)
2
2
10rz
wBr
r r r r
θ θτ
∂ ∂ ∂ + + =
∂ ∂ ∂ (14)
Where r c rB E P= and
1
n
n
cF
ga
µ
ρ +=
The governing equation of motion of the flexible wall is given by
Peristaltic Flow of an Ellis Fluid Model in an Inclined Uniform Tube with Wall Properties
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0( )L H p p= − (15)
Where L is the operator that is used to characterize the motion of the stretched membrane
with damping forces and 0p is the pressure on the outside surface of the wall due to tension in
the muscle, which is assumed to be zero, and L can be written as
2 2
2 2L m C
z t tσ
∂ ∂ ∂′= − + +
∂ ∂ ∂ (16)
After dimensionless it becomes
3 3 2
1 2 33 2
sin ( )p L h h h hE E E A
z F z z z t z t
α ∂ ∂ ∂ ∂ ∂− = = + + =
∂ ∂ ∂ ∂ ∂ ∂ ∂ at r h= (17)
3. SOLUTION OF THE PROBLEM
Equation (12) after simplification with boundary condition (9) can be written as
2r z
rAτ =
, (18)
Where sin
, ,p
A p k p kz F
α∂= − = =
∂
Substituting (18) in to (13) and using boundary condition (8) we get
( ) ( )2 2 1 1 1
4 2 ( 1)
nn n
n
AAw r h r h
n
η+ += − + −+
(19)
Now solving equation (14) using (11) and (12) we get
( ) ( )12
4 4 3 3 1
1 264 2 ( 3)
nn n
n
Br ABrAh r h r
n
ηθ
++ +
+= − + −
+ (20)
Velocities in terms of stream function relation can be defined as
1 1,u w at r h
r z r r
ψ ψ∂ ∂= − = =
∂ ∂ and 0 0at rψ = = (21)
where [ ]3
1 2 3
sin 2 ( )( , ) 8 cos 2 ( ).( )
2
z tA z t z t E E E
ππ φ π
π
− = − − + +
4. RESULTS AND DISCUSSIONS
Velocity Profiles
Equation (20) gives the expression for velocity as a function of w. Velocity profiles are
plotted from Figs 2 - 8. From Figs. 2, 3 and 4 are drawn to study the effect of rigidity
parameter, stiffness parameter and viscous damping force parameter 1, ,
2 3E E E on the velocity
distribution w. From the figures, It is found that the velocity profiles are parabolic and the
velocity increases with increasing 1,
2E E and
3E . Figs. 5 and 6 are drawn to study the effect of
Ellis parameter 1η in the case of shear thinning and shear thickening on velocity distribution
w. It is observed that the velocity increases for shear thinning ( 1η >0) and opposite behavior is
depicted for shear thickening case ( 1η <0). Figs. 7 and 8 are drawn to study the effect of
gravity parameter F and α (angle of inclination) on the velocity distribution w. It is observed
that the velocity increases with increasing F and α .
K. Thanesh Kumar, A. Kavitha and R. Saravana
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Figure 2 The variation of w with r for different values of 1E for fixed 2E =1, 3E =1.5, z=0.22, t=0.25,
n=2, φ =0.01, 1η =0.5, α = / 3π , F=0.5
Figure 3 The variation of w with r for different values of 2E for fixed 1E =0.5, 3E =1.5, z=0.22,
t=0.25, n=2, φ =0.01, 1η =0.5, α = / 3π , F=0.5
Peristaltic Flow of an Ellis Fluid Model in an Inclined Uniform Tube with Wall Properties
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Figure 4 The variation of w with r for different values of 3E for fixed 1E =0.5, 2E =1, z=0.22, t=0.25,
n=2, φ =0.01, 1η =0.5, α = / 3π , F=0.5
Figure 5 The variation of w with r for different values of 321
,, EEE with 1η =0.5 and for fixed
z=0.22, t=0.25, n=2, φ =0.01, α = / 3π , F=0.5
K. Thanesh Kumar, A. Kavitha and R. Saravana
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Figure 6 The variation of w with r for different values of 321
,, EEE with 1η = -0.5 and for fixed
z=0.22, t=0.25, n=2, φ =0.01, α = / 3π , F=0.5
Figure 7 The variation of w with r for different values of F for fixed 1E =0.5, 2E =1, 3E =1.5, z=0.22,
t=0.25, n=2, φ =0.01, 1η =0.5, α = / 3π
Peristaltic Flow of an Ellis Fluid Model in an Inclined Uniform Tube with Wall Properties
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Figure 8 The variation of w with r for different values of α for fixed 1E =0.5, 2E =1, 3E =1.5, z=0.22,
t=0.25, n=2, φ =0.01, 1η =0.5, F= 0.5
Temperature Profiles
Equation (22) gives the expression for temperature as a function of r, the temperature profiles
are almost parabolic are plotted from Figs. 9 to 14. In Figs 9- 12, we observed that
temperature is increases with increasing Br, 1E , 2E , 3E . Figs. 13 and 14 are drawn to study the
effect of temperature for shear thinning and shear thickening case. It is observed that
temperature is increases in shear thinning case and opposite behavior is depicted for shear
thickening case.
Figure 9 The variation of θ with r for different values of Br, for fixed 1E =0.5, 2E =1, 3E =1.5,
z=0.22, t=0.25, n=2, φ =0.01, 1η =0.5, α = / 3π
K. Thanesh Kumar, A. Kavitha and R. Saravana
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Figure 10 The variation of θ with r for different values of 1E , for fixed 2E =1, 3E =1.5, Br=1,
z=0.22, t=0.25, n=2, φ =0.01, 1η =0.5, α = / 3π
Figure 11 The variation of θ with r for different values of 2E , for fixed 1E =0.5, 3E =1.5, Br=1
z=0.22 , t=0.25, n=2, φ =0.01, 1η =0.5, α = / 3π
Peristaltic Flow of an Ellis Fluid Model in an Inclined Uniform Tube with Wall Properties
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Figure 12 The variation of θ with r for different values of 3E , for fixed 1E =0.5, 2E =1, Br=1,
z=0.22 , t=0.25, n=2, φ =0.01, 1η =0.5, α = / 3π
Figure 13 The variation of θ with r for different values of 1η >0, for fixed 1E =0.5, 2E =1, 3E =1.5,
Br=1, z=0.22, t=0.25, n=2, φ =0.01,α = / 3π
Figure 14 The variation of θ with r for different values of 1η <0, for fixed 1E =0.5, 2E =1, 3E =1.5,
Br=1, z=0.22, t=0.25, n=2, φ =0.01,α = / 3π
K. Thanesh Kumar, A. Kavitha and R. Saravana
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5. CONCLUSIONS
In the current study, we have discussed the peristaltic flow of an Ellis fluid in an inclined
uniform tube with wall properties. The exact solution is calculated for velocity and
temperature profiles.
• Velocity profiles are increasing for increasing rigidity parameter, stiffness parameter.
For viscous damping force parameter, the velocity increases in small variations.
• Velocity profiles are increasing for Ellis parameter in shear thinning case and opposite
behavior depicted for shear thickening case.
• Velocity profiles are increasing for increasing gravity parameter F and angle of
inclinationα .
• Temperature profiles are increasing for increasing Brickman number Br, 1E , 2E , 3E .
• Temperature profiles are increasing in shear thinning case and opposite behavior is
observed in shear thickening case.
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