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Peristaltic Flow of Shear Thinning Fluid via Temperature-Dependent Viscosity and Thermal Conductivity

  • Noreen S. , 1, * ,
  • Malik A. 1 ,
  • M. Rashidi M. 2
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  • 1 Department of Mathematics, COMSATS University Islamabad, Park Road Tarlai Kalan 45500, Pakistan
  • 2 Shanghai Automotive Wind Tunnel Center, Tongji University, Shanghai 201804, China

Received date: 2018-07-13

  Online published: 2019-04-01

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Copyright reserved © 2019

Abstract

In this paper Williamson fluid is taken into account to study its peristaltic flow with heat effects. The study is carried out in a wave frame of reference for symmetric channel. Analysis of heat transfer is accomplished by accounting the effects of non-constant thermal conductivity and viscosity and viscous dissipation. Modeling of fundamental equations is followed by the construction of closed form solutions for pressure gradient, stream function and temperature while assuming Reynold's number to be very low and wavelength to be very long. Double perturbation technique is employed, considering Weissenberg number and variable fluid property parameter to be very small. The effects of emerging parameters on pumping, trapping, axial pressure gradient, heat transfer coefficient, pressure rise, velocity profile and temperature are analyzed through the graphical representation. A direct relation is observed between temperature and thermal conductivity whereas the indirect proportionality with viscosity. The heat transfer coefficient is lower for a fluid with variable thermal conductivity and variable viscosity as compared to the fluid with constant thermal conductivity and constant viscosity.

Cite this article

Noreen S. , Malik A. , M. Rashidi M. . Peristaltic Flow of Shear Thinning Fluid via Temperature-Dependent Viscosity and Thermal Conductivity[J]. Communications in Theoretical Physics, 2019 , 71(4) : 367 -376 . DOI: 10.1088/0253-6102/71/4/367

Nomenclature

1 Introduction

Latham[1] presented the pioneering work on peristaltic flows. A strong foundation was laid by him for development of peristalsis theoretically. He examined flow experimentally and analytically, in a two-dimensional channel. Peristalsis plays an important role in many industrial applications like blood pumps in heart and in sanitary fluid transport etc. This mechanism has various biological and biomedical systems, like motion of chyme in the gastrointestinal tract, circulation of blood in the blood vessels, transfer of spermatozoa in the ducts of the male reproductive tracts, transfer of ovum in the female fallopian tube, transportation of urine from kidneys to bladder and circulation of blood in the blood vessels. Shapiro it et al.[2] proposed the lubrication theory model in which a negligible effect of fluid inertia and wave number is taken into account. Since these works, many researchers have proposed mathematical model with wave trains, of wall generated flow due to difference in phase moving independently of the lower and upper walls. Recently, Rehman it et al.[3] have explained the peristaltic motion of Jeffrey fluid with effect of wall attributes. Convective boundary and inclined magnetic field effects on the peristaltic mechanism were studied by Noreen and Qasim.[4]
Remarkable progress has been made by several authors during the previous few years in the development of flows for non Newtonian fluids. Heat transfer in peristalsis has also gained attention of researchers for last few decades. The process of transfer of heat may be used to get the details about the attributes of tissues. Currently, Rashidi it et al.[5-7] have done mentionable studies in investigation of flow of non-Newtonian fluids. Uddin it et al.[8] also made significant development in investigating the effect of free convection in the flow of real fluids. Bhatti it et al.[9] described the non-Newtonian fluid flow influenced by non- linear thermal radiation and MHD. Peristalsis has been the main subject of several recent research works. Undesirable tissues, such as cancer can be destroyed by heat. Inspired by above, Noreen and Qasim[10] presented a mathematical study for peristaltic motion of pseudoplastic fluid in a 2-D channel under certain approximations. Mention should be the name of Ramaesh and Devakar[11] for the progressive work in peristaltic flows in vertical channel. The non Newtonian fluid flow that was initiated by peristaltic waves in presence of chemical reaction was described by Noreen and Saleem.[12] Rundora and Makinde[13] synchronized the effects of suction/injection on unsteady non-Newtonian fluid flow in a channel filled with porous medium and convective boundary condition. Noreen[14] studied the induced magnetic field effect in peristaltic flow. A number of researchers are now busy in studying the peristalsis, particularly viscoelastic class of non-Newtonian fluids due to its wide range of applications in industry, engineering and medical science.
Fluid properties such as viscosity, density, thermal conductivity etc. are assumed constant for convenience in many studies. However variable fluid properties have real life applications, which include extrusion processes, fibre and wire coating, food-stuff processing, chemical processing equipment etc. Alvi it et al.[15] have examined the mixed convective peristaltic flow of Jeffrey nanofluid with variable viscosity, viscous dissipation and Joule heating effects. Latif it et al.[16] discussed the result of temperature-dependent variable properties on the third order peristaltic flow. Considering viscosity of the fluid as variable, studies[17-18] have also been reported.
Williamson fluid[19] is also a class of non-Newtonian fluids. Williamson fluid model is studied under various aspects in literature. Reddy it et al.[20] and Malik it et al.[21] described the Williamson fluid flow over a stretching sheet and stretching cylinder respectively. Few attempts in peristalsis are also available. Nadeem and Akram[22-23] peristaltic flow of Williamson fluid. Nadeem and Akbar[24] presented numerical solutions of Williamson fluid with radially varying MHD. In another article Vajravelu it et al.[25] presented peristaltic transport of a Williamson fluid with permeable walls. Variable properties effects on peristaltic transport of Williamson fluid are not studied before. The apparent viscosity varies gradually between $\mu _{\infty }$ as the shear rate tends to infinity and $\mu _{0}$ at zero shear rate. So, we try to fill this gap by studying the effects of variable thermal conductivity as well as variable viscosity on peristaltic transport of Williamson fluid with heat characteristics. The findings of the present study may be applicable in designing the peristaltic-pumps, transport phenomena in chemical engineering and energy systems, channel type solar energy collectors and heat exchangers.
Thermal analysis has been carried out for combined effects of variable conductivity and viscosity on peristaltic flow in the present article. The governing equations are introduced with boundary conditions. Double perturbation technique is employed to solve the system for closed form solution. Section 2 comprises of mathematical development and formulation of our problem. The zeroth and second order systems generated by using Perturbation technique are presented in Sec. 3. Finally the results are discussed in Sec. 4.

2 Problem Development and Formulation

We let that thermal conductivity $\bar{K} $ and viscosity $\bar{\mu}\ $of Williamson fluid vary linearly with temperature[16]
$ \bar{K}=K_{0}[1+\zeta (\bar{T}-\bar{T}_{w})]\,, $
$ \bar{\mu}=\mu _{0}[1-\eta (\bar{T}-\bar{T}_{w})]\,, $
where $K_{0}\ $is the thermal conductivity, $\mu _{0}\ $is fluid dynamic viscosity, $T_{w}$ is constant temperature and $\zeta $ and $\eta $ are constants.

2.1 Fluid Model

Constitutive equation of the Williamson fluid model with non constant viscosity is characterized by
$ {\bar{\tau}}=\mu _{0}[1- \eta (\bar{T}-\bar{T}_{w})][ ( 1-\Gamma \bar{\dot{\gamma}}) ^{-1}] { A}\% _{1} \\ \mu _{0}[1-\eta (\bar{T}-\bar{T}_{w})][ ( 1+\Gamma \bar{ \dot{\gamma}}) ] {A}_{1}\,, $
with
$ \tau _{\bar{X}\bar{X}}=\mu _{0}[1-\eta (\bar{T}-\bar{T}_{w})]( 1+\Gamma \bar{\dot{\gamma}}\Big) \Big( 2\frac{\partial \bar{U}}{\partial \bar{\% X}}\Big) \,, $
$ \tau _{\bar{X}\bar{Y}}=\mu _{0}[1-\eta (\bar{T}-\bar{T}_{w})]( 1+\Gamma \bar{\dot{\gamma}}\Big) \Big( \frac{\partial \bar{U}}{\partial \bar{Y\% }}+\frac{\partial \bar{V}}{\partial \bar{X}}\Big) \,, $
$ \tau _{\bar{Y}\bar{Y}}=\mu _{0}[1-\eta (\bar{T}-\bar{T}_{w})]( 1+\Gamma \bar{\dot{\gamma}}\Big) \Big( 2\frac{\partial \bar{V}}{\partial \bar{\% Y}}\Big) \,, $
with
$ \bar{\dot{\gamma}}={\rm trace}\ { A}_{1}^{2}=4\Big(\frac{\partial \bar{U}}{\partial \bar{X}}\Big) ^{2}+2\Big(\frac{\partial \bar{U}}{\% \partial \bar{Y}}+\frac{\partial \bar{V}}{\partial \bar{X}}\Big) ^{2}+4\Big(\frac{\partial \bar{V}}{\partial \bar{Y}}\Big) ^{2}\,.$
The above model reduces to the Newtonian model $\Gamma =0$.

2.2Geometry of Problem

Let us consider a 2-D channel $(-H<\bar{Y}<\bar{H})\ $filled\ with Williamson fluid, of half width $c_{1}$. The walls of the channel are flexible and are subjected to constant temperature $T_{w}$. When the sinusoidal waves having small amplitude $e_{1}$ with constant speed $s\ $% propagate on the walls of the channel then the shape of the walls can be defined as
$ Y=\bar{H}=\bar{c}_{1}+\bar{e}_{1}\cos \Big[ \frac{2\pi }{\lambda }( \bar{X}-s\bar{t}) \Big]\, . $
Here $\bar{X} $ defines direction of wave propagation, $2\bar{c}_{1}\ $ defines the channel's width, $\lambda \ $is the wave length and $\bar{t}$ represents the time.

2.3 Basic Equations

The governing equations for Williamson fluid flow are:
$ \frac{\partial \bar{U}}{\partial \bar{X}}+\frac{\partial \bar{V}}{\partial \bar{Y}}=0\,, $
$ \rho \Big(\frac{\partial \bar{U}}{\partial \bar{t}}+\bar{U}\frac{\partial \bar{U}}{\partial \bar{X}}+\bar{V}\frac{\partial \bar{U}}{\partial \bar{Y}}\% \Big) =\frac{\partial \bar{\tau}_{xx}}{\partial \bar{X}}+\frac{\partial \bar{\tau}_{xy}}{\partial \bar{Y}}-\frac{\partial \bar{P}}{\partial \bar{X}}\,, $
$ \Big(\frac{\partial \bar{V}}{\partial \bar{t}}+\bar{U}\frac{\partial \bar{V}}{\partial \bar{X}}+\bar{V}\frac{\partial \bar{V}}{\partial \bar{Y}}\% \Big) =\frac{\partial \bar{\tau}_{xy}}{\partial \bar{X}}+\frac{\partial \bar{\tau}_{yy}}{\partial \bar{Y}}-\frac{\partial \bar{P}}{\partial \bar{Y}}\,, $
$ \rho c_{p}\Big(\frac{\partial \bar{T}}{\partial \bar{t}}+\bar{U}\frac{\% \partial \bar{T}}{\partial \bar{X}}+\bar{V}\frac{\partial \bar{T}}{\partial \bar{Y}}\Big) \!=\!\frac{\partial }{\partial \bar{X}}\Big( \bar{K}\frac{\% \partial \bar{T}}{\partial \bar{X}}\Big) +\frac{\partial }{\partial \bar{Y}\% }\Big( \bar{K}\frac{\partial \bar{T}}{\partial \bar{Y}}\Big) \\ \quad + \bar{\tau}_{xx}\frac{\partial \bar{U}}{\partial \bar{X}}+\bar{\tau}_{yy}\% \frac{\partial \bar{V}}{\partial \bar{Y}}+\bar{\tau}_{xy}\Big(\frac{\% \partial \bar{V}}{\partial \bar{X}}+\frac{\partial \bar{U}}{\partial \bar{Y}}\% \Big) \,. $
Defining a wave frame $(\bar{x},\bar{y})$ moving with velocity $s$ with respect to fixed frame $(\bar{X},\bar{Y})$ by the transformation:
$ \bar{x}=\bar{X}-st\,,\quad \bar{y}=\bar{Y}\,,\quad \bar{u}=\bar{U}-s\,, \\ \bar{v}=\bar{V}\,, \quad \bar{p}(x)=\bar{P}(X,t)\,, $
yield
$ \frac{\partial (\bar{u}+s)}{\partial \bar{x}}+\frac{\partial \bar{v}}{\% \partial \bar{y}}=0\,, $
$ \rho \Big( (\bar{u}+s)\frac{\partial \bar{u}}{\partial \bar{x}}+\bar{v}\% \frac{\partial \bar{u}}{\partial \bar{y}}\Big) =-\frac{\partial \bar{p}}{\% \partial \bar{x}}+\frac{\partial \bar{\tau}_{\bar{x}\bar{x}}}{\partial \bar{x\% }}+\frac{\partial \bar{\tau}_{\bar{x}\bar{y}}}{\partial \bar{y}}\,, $
$ \rho \Big( (\bar{u}+s)\frac{\partial \bar{v}}{\partial \bar{x}}+\bar{v}\% \frac{\partial \bar{v}}{\partial \bar{y}}\Big) =-\frac{\partial \bar{p}}{\% \partial \bar{y}}+\frac{\partial \bar{\tau}_{\bar{x}\bar{y}}}{\partial \bar{x\% }}+\frac{\partial \bar{\tau}_{\bar{y}\bar{y}}}{\partial \bar{y}}\,, $
$ \rho c_{p}\Big( (\bar{u}+s)\frac{\partial \bar{T}}{\partial \bar{x}}+\bar{v}\% \frac{\partial \bar{T}}{\partial \bar{y}}\Big) \!=\!\frac{\partial }{\% \partial \bar{x}}\Big( \bar{K}\frac{\partial \bar{T}}{\partial \bar{x}}\% \Big) +\frac{\partial }{\partial \bar{y}}\Big( \bar{K}\frac{\partial \bar{\% T}}{\partial \bar{y}}\Big) \\ \quad + \bar{\tau}_{xx}\frac{\partial \bar{u}}{\partial \bar{x}}+\bar{\tau}_{yy}\% \frac{\partial \bar{v}}{\partial \bar{y}}+\bar{\tau}_{xy}\Big(\frac{\partial \bar{\% v}}{\partial \bar{x}}+ \frac{\partial \bar{u}}{\partial \bar{y}}\Big)\,, $
with
$ \bar{\tau}_{xx}=\mu _{0}[1-\eta (\bar{T}-\bar{T}_{w})]( 1+\Gamma \bar{\dot{\gamma}}) 2\frac{\partial (\bar{u}+s)}{\partial \bar{x}}\% \,, $
$ \bar{\tau}_{xy}=\mu _{0}[1-\eta (\bar{T}-\bar{T}_{w})](1+\Gamma \bar{\% \dot{\gamma}})\Big(\frac{\partial \bar{v}}{\partial \bar{x}}+\frac{\% \partial (\bar{u}+s)}{\partial \bar{y}}\Big)\, , $
$ \bar{\tau}_{yy}=\mu _{0}[1-\eta (\bar{T}-\bar{T}_{w})](1+\Gamma \bar{\% \dot{\gamma}})\Big( 2\frac{\partial \bar{v}}{\partial \bar{y}}\Big) \,, $
$ \bar{\dot{\gamma}}=4\Big(\frac{\partial (\bar{u}+s)}{\partial x}\% \Big) ^{2}+2\Big[ \frac{\partial (\bar{u}+s)}{\partial y}+\frac{\partial v\% }{\partial x}\Big] ^{2}+4\Big(\frac{\partial v}{\partial y}\Big) ^{2}\,. $
Now we define
$ y =\frac{\bar{y}}{c_{1}}\, ,\quad v=\frac{\bar{v}}{s}\, ,\quad t=\frac{s}{\lambda } \bar{t}\,, \quad h=\frac{\bar{H}}{c_{1}}\,,\quad x=\frac{\bar{x}}{\lambda }\,, \\ u=\frac{\% \bar{u}}{s}\,, \quad \tau _{xx} =\frac{\bar{c}_{1}}{\mu _{0}s}\bar{\tau}_{xx}\,,\quad \tau _{xy}= \frac{\bar{c}_{1}}{\mu _{0}s}\bar{\tau}_{xy}\,, \\ \tau _{yy}=\frac{\bar{c}_{1}}{\% \mu _{0}s}\bar{\tau}_{yy}\,,\quad \mu =\frac{\bar{\mu}}{\mu _{0}}\,, \quad \epsilon =\eta T_{w}\,, \\ \alpha =\zeta T_{w}\,,\quad \theta _{\rm temp}=\frac{\% \bar{T}-T_{w}}{T_{w}}\,,\quad \dot{\gamma}=\frac{\bar{\dot{\gamma}}\bar{c}_{1}}{\% s}\,, $
$ \delta =\frac{\bar{c}_{1}}{\lambda }\,,\quad {Re}=\frac{\rho sc_{1}}{\mu _{0}}\,,\quad W_{z}=\frac{\Gamma s}{c_{1}}\,, \\ P=\frac{\bar{c}_{1}^{2}}{s\lambda \mu _{0}}\bar{P}\,,\quad e =\frac{\bar{e}_{1}}{c_{1}}\,,\quad Pr =\frac{\mu _{0}c_{p}}{K_{0}}\,,\quad \\ Ec= \frac{c}{T_{w}}\,,\quad Bk=\frac{\mu _{0}c^{2}}{T_{w}K_{0}}\,,\quad K=\frac{\bar{K}}{\% K_{0}}\,. $
After utilizing the dimensionless quantities and then solving the above equations.
$ \delta {Re}\Big[ \Big(\frac{\partial u}{\partial x}-\frac{\partial v\% }{\partial y}\Big) u\Big] =-\frac{\partial p}{\partial x}+\delta ^{2}\% \frac{\partial \tau _{xx}}{\partial x}+\frac{\partial \tau _{xy}}{\partial y}\,, $
$ \delta {Re}\Big[ \Big( u\frac{\partial }{\partial x}-v\frac{\partial }{\partial y}\Big) v\Big] =-\frac{\partial p}{\partial y}+\delta ^{2}\% \frac{\partial \tau _{xy}}{\partial x}+\delta \frac{\partial \tau _{yy}}{\% \partial y}\,, $
$ \delta {Re}\Big[ (u+1)\frac{\partial \theta }{\partial x}+v\frac{\% \partial \theta }{\partial y}\Big] \\ \quad =\delta ^{2}\frac{1}{Pr }\frac{\% \partial }{\partial x}\Big[ (1+\alpha \theta )\frac{\partial \theta }{\% \partial x}\Big] +\frac{1}{Pr }\frac{\partial }{\partial y}\Big[ (1+\alpha \theta )\frac{\partial \theta }{\partial y}\Big] \\ \qquad +\delta Ec\frac{\tau _{xx}\partial (u+1)}{\partial x}+\delta Ec\frac{\tau _{yy}\partial v}{\partial y} \\ \qquad +Ec \tau _{xy} \Big( \delta ^{2}\frac{\partial v}{\partial x}+\frac{\partial (u+1)}{\% \partial y}\Big) \,, $
$ \tau _{xx}=2\delta (1-\epsilon \theta )\Big[ 1+W_{z}\dot{\gamma}\Big] \frac{\partial u}{\partial x}\,, $
$ \tau _{xy}=(1-\epsilon \theta )[1+W_{z}\dot{\gamma}]\Big(\frac{\partial u}{\% \partial y}+\delta \frac{\partial v}{\partial x}\Big)\,, $
$ \tau _{yy}=2(1-\epsilon \theta )[1+W_{z}\dot{\gamma}]\frac{\partial v}{\% \partial y}\,, $
$ \dot{\gamma}=2\delta ^{2}\Big(\frac{\partial u}{\partial x}\Big) ^{2}+\Big(\frac{\partial u}{\partial y}-\delta ^{2}\frac{\partial v}{\% \partial x}\Big) ^{2}+2\delta ^{2}\Big(\frac{\partial v}{\partial y}\% \Big) ^{2}\,. $
Now introducing stream function $\psi (u={\partial \psi }/{\partial y} $, $v=-\delta {\partial \psi }/{\partial x})$, we arrive at
$ \delta {Re}\Big[ \Big(\frac{\partial \psi }{\partial y}\frac{\% \partial }{\partial x}-\frac{\partial \psi }{\partial x}\frac{\partial }{\% \partial y}\Big) \frac{\partial \psi }{\partial y}\Big] =-\frac{\partial p}{\partial x}+\delta ^{2}\frac{\partial \tau _{xx}}{\partial x}+\frac{\% \partial \tau _{xy}}{\partial y}\,, $
$ \delta ^{1}{Re}\Big[ \Big(\frac{\partial \psi }{\partial y}\frac{\% \partial }{\partial x}-\frac{\partial \psi }{\partial x}\frac{\partial }{\% \partial y}\Big) \frac{\partial \psi }{\partial x}\Big] \\ \quad =-\frac{\partial p}{\partial y}+\delta ^{2}\frac{\partial \tau _{xy}}{\partial x}+\delta \frac{\partial \tau _{yy}}{\partial y}\,, $
$ \delta {Re}\Big[ \Big(\frac{\partial \psi }{\partial y}+1\Big) \frac{\partial \theta }{\partial x}-\Big( \delta \frac{\partial \psi }{\% \partial x}\Big) \frac{\partial \theta }{\partial y}\Big] \\ \quad =\delta ^{2}\% \frac{1}{Pr }\frac{\partial }{\partial x}\Big[ (1+\alpha \theta )\frac{\% \partial \theta }{\partial x}\Big] +\frac{1}{Pr }\frac{\partial }{\% \partial y}\Big[ (1+\alpha \theta )\frac{\partial \theta }{\partial y}\% \Big] \\ \qquad +\delta Ec\frac{\tau _{xx}\partial }{\partial x}\Big(\frac{\partial \psi }{\% \partial y}+1\Big)-\delta ^{2}Ec\frac{\tau _{yy}\partial }{\partial y}\Big(\frac{\partial \psi }{\partial x}\Big) $
$ \qquad +Ec\ \tau _{xy}\Big( -\delta ^{1}\frac{\partial }{\partial x}\Big(\frac{\% \partial \psi }{\partial x}\Big) +\frac{\partial }{\partial y}\Big(\frac{\% \partial \psi }{\partial y}+1\Big)\Big) \,, $
$ \tau _{xx}=2\delta (1-\epsilon \theta )\Big[ 1+W_{z}\dot{\gamma}\Big] \frac{\partial ^{2}\psi }{\partial x\partial y}\,, $
$ \tau _{xy}=(1-\epsilon \theta )[1+W_{z}\dot{\gamma}]\Big(\frac{\partial ^{2}\psi }{\partial y^{2}}-\delta ^{2}\frac{\partial ^{2}\psi }{\partial x^{2}}\Big) \,, $
$ \tau _{yy}=-2\delta (1-\epsilon \theta )[1+W_{z}\dot{\gamma}]\frac{\partial ^{2}\psi }{\partial x\partial y}\,, $
$ \dot{\gamma}=\Big[ 2\delta ^{2}\Big(\frac{\partial ^{2}\psi }{\partial x\partial y}\Big) ^{2}+\Big(\frac{\partial ^{2}\psi }{\partial y^{2}}\% -\delta ^{2}\frac{\partial ^{2}\psi }{\partial x^{2}}\Big) ^{2} \\ \hphantom{\dot{\gamma}=} +2\delta ^{2}\Big(\frac{\partial ^{2}\psi }{\partial x\partial y}\Big) ^{2}\Big] ^{{1}/{2}}\,. $
Here $W_{z}$, $Re$, $Ec$, $Pr $ and $ B_{k}$ represent the Weissenberg, Reynolds, Eckert, and Brinkman numbers respectively whereas $\delta $ is the wave number. Now applying the approximations of long wave and ignoring the terms of order $\delta $ and higher
$ \frac{\partial p}{\partial x}=\frac{\partial }{\partial y}\tau _{xy}\,, \quad \frac{\partial p}{\partial y}=0\,, $
$ \frac{\partial }{\partial y}\Big[ (1+\alpha \theta )\frac{\partial \theta }{\% \partial y}\Big] \\ \quad +Bk\Big\{ (1-\epsilon \theta )\Big[ \Big(\frac{\% \partial ^{2}\psi }{\partial y^{2}}\Big) ^{2}+W_{z}\Big(\frac{\partial ^{2}\psi }{\partial y^{2}}\Big) ^{3}\Big] \Big\} =0\,, $
$ \tau _{xx} =0\,,\quad \tau _{yy}=0\,, \\ \tau _{xy} =(1-\epsilon \theta )[1+W_{z}\dot{\gamma}]\Big(\frac{\partial ^{2}\psi }{\partial y^{2}}\Big) \,,\quad \dot{\gamma}=\frac{\partial ^{2}\psi }{\% \partial y^{2}}\,. $
Utilizing shear stress from above
$ \frac{\partial p}{\partial x}=\frac{\partial }{\partial y}\Big[ (1-\epsilon \theta )[1+W_{z}\dot{\gamma}]\Big(\frac{\partial ^{2}\psi }{\partial y^{2}}\% \Big) \Big] \,. $
Now eliminating pressure, we arrive at
$ \frac{\partial ^{2}}{\partial y^{2}}\Big[ (1-\epsilon \theta )[1+W_{z}\dot{\% \gamma}]\Big(\frac{\partial ^{2}\psi }{\partial y^{2}}\Big) \Big] =0\,. $

2.4 Boundary Conditions

By aid of stream function $\psi $, boundary conditions are defined as:
$ \psi =0\,, \ \ \frac{\partial \psi }{\partial y}=0\,, \ \ \frac{\partial \theta _{\rm temp}}{\partial y}=0\,, \ \ \text{for} \ \ y=0\,, $
$ \psi =F\,,\quad \frac{\partial \psi }{\partial y}=-1\,,\quad \theta _{\rm temp}=0\,, \\ \text{for} \quad y=h(x)=1+e\cos (2\pi x)\,. $

2.5 Volume Flow Rate

The volume flow rate in the fixed frame is given by
$ \bar{Q}=\int _{0}^{\bar{h}(\bar{X},\bar{t})}\bar{U}(\bar{X},\bar{Y},\% \bar{t})d\bar{Y}\,. $
In the wave frame, the volume flow rate is defined as
$ q=\int _{0}^{h}u(\bar{x},\bar{y})d\bar{y}\,. $
The two rates of volume flow are related through
$ Q=q+s\bar{h}(\bar{x})\,. $
Over a period $T$, the time mean flow is defined as
$ \bar{Q}=\frac{1}{T}\int _{0}^{T}Q d t\,\,, $
$ \bar{Q}=\bar{q}+c_{1}s\,. $
In the wave frame, $F $ and $\theta $ the dimensionless time mean flow, are given by
$ F=\frac{q}{c_{1}s}\,,\quad \theta =\frac{\bar{Q}}{c_{1}s}\,, $
$ \theta =F+1\,, $
where
$ F=\int _{0}^{h(x)}\frac{\partial \psi }{\partial y}d y=\psi (h(x))-\psi (0)\,. $

3 Perturbation Solution

The closed form solution of the system of equations that comprises of non linear coupled differential equations is very challenging to find so, by using asymptotic analysis we produce the series solution. We take thermal conductivity parameter $\alpha $ and viscosity parameter $\epsilon$, of the same order of magnitude and asymptotically small, for the purpose of obtaining this. It may also be noticed that thermal conductivity parameter $\% \zeta $ and viscosity parameter $\eta $ are of same dimension $1/T$. So the heat equation can be written as:
$ \frac{\partial }{\partial y}(1+\epsilon \theta )\frac{\partial \theta }{\% \partial y}+Bk(1-\epsilon \theta )\Big(\frac{\partial ^{2}\psi }{\partial y^{2}}\Big) ^{2}+W_{z}\Big(\frac{\partial ^{2}\psi }{\partial y^{2}}\% \Big) ^{1}=0\,. $
For finding the solution we apply the regular perturbation method. We expand $\psi $, $F $, and $P$ about fluid parameter $W_{z} $ and $\epsilon $
$ \psi \!=\!(\psi _{00}+W_{z}\psi _{01}\!+W_{z}^{2}\psi _{02})\!+\epsilon (\psi _{10}\!+W_{z}\psi _{11}+W_{z}^{2}\psi _{12})\,, \\ W_{z}<1\,,\quad \epsilon <1\,, $
$ F\!=\!(F_{00}+W_{z}F_{01}\!+W_{z}^{2}F_{02})\!+\epsilon (F_{10}+W_{z}F_{11}\!+W_{z}^{2}F_{12})\,, \\ W_{z}<1\,,\quad \epsilon <1\,, $
$ P\!=\!(P_{00}+W_{z}P_{01}\!+W_{z}^{2}P_{02})\!+\epsilon (P_{10}\!+W_{z}P_{11}+W_{z}^{2}P_{12})\,, \\ W_{z}<1\,,\quad \epsilon <1\,, $
$ \theta \!=\!(\theta _{00}+W_{z}\theta _{01}+W_{z}^{2}\theta _{02})+\epsilon (\theta _{10}+W_{z}\theta _{11}+W_{z}^{2}\theta _{12})\,, \\ W_{z}<1\,, \quad \epsilon <1\,. $
Now substituting the above expressions, we obtain the systems given below:

3.1 Order $(W_{z}^{o}, \epsilon ^{0 }) $ System

$ \frac{\partial ^{2}}{\partial y^{2}}\Big[ \frac{\partial ^{2}\psi _{00}}{\% \partial y^{2}}\Big] =0\,, $
$ \frac{\partial p_{0}}{\partial x}=\frac{\partial }{\partial y}\Big[ \frac{\% \partial ^{2}\psi _{00}}{\partial y^{2}}\Big] \,, $
$ \frac{\partial }{\partial y}\Big[ \frac{\partial \theta _{00}}{\partial y}\% \Big] +Bk\Big[ \frac{\partial ^{2}\psi _{00}}{\partial y^{2}}\Big] ^{2}=0\,, $
$ \psi _{00}=0\,, \ \ \frac{\partial ^{2}\psi _{00}}{\partial y^{2}}=0\,, \ \ \frac{\partial \theta _{00}}{\partial y}=0\,, \ \ {\rm for } \ \ y=0\,, $
$ \psi _{00}=F_{00}\,,\quad \frac{\partial \psi _{00}}{\partial y}=-1\,, \quad \theta _{00}=0\,, \\ \text{for} \quad y=h(x)=1+e\cos (2\pi x)\,. $

3.2 Order $(W_{z}^{1},\epsilon ^{0}) $ System

$ \frac{\partial ^{2}}{\partial y^{2}}\Big[ \frac{\partial ^{2}\psi _{01}}{\% \partial y^{2}}+\Big(\frac{\partial ^{2}\psi _{00}}{\partial y^{2}}\Big) ^{2}\Big] =0\,, $
$ \frac{\partial p_{1}}{\partial x}=\frac{\partial }{\partial y}\Big[ \frac{\% \partial ^{2}\psi _{01}}{\partial y^{2}}+\Big(\frac{\partial ^{2}\psi _{00}\% }{\partial y^{2}}\Big) ^{2}\Big]\, , $
$ \frac{\partial }{\partial y}\Big[ \frac{\partial \theta _{01}}{\partial y}\% \Big] +Br\Big[ 2\Big(\frac{\partial ^{2}\psi _{00}}{\partial y^{2}}\% \Big) \Big(\frac{\partial ^{2}\psi _{01}}{\partial y^{2}}\Big) \Big] \\ \quad +Bk\Big[ \Big(\frac{\partial ^{2}\psi _{00}}{\partial y^{2}}\Big) ^{3}\% \Big] =0\,, $
$ \psi _{01}=0\,, \ \ \frac{\partial ^{2}\psi _{01}}{\partial y^{2}}=0\,, \ \ \frac{\partial \theta _{01}}{\partial y}=0\,, \ \ \text{for} \quad y=0\,, $
$ \psi _{01}=F_{01}\,,\quad \frac{\partial \psi _{01}}{\partial y}=-1\,, \quad \theta _{01}=0\,, \\ \text{for} \quad y=h(x)=1+e\cos (2\pi x)\,. $

3.3 Order $(W_{z}^{0}, \epsilon ^{1})$ System

$ \frac{\partial ^{2}}{\partial y^{2}}\Big[ \frac{\partial ^{2}\psi _{10}}{\% \partial y^{2}}-\theta _{00}\frac{\partial ^{2}\psi _{00}}{\partial y^{2}}\% \Big] =0\,, $
$ \frac{\partial p_{2}}{\partial x}=\frac{\partial }{\partial y}\Big[ \frac{\% \partial ^{2}\psi _{10}}{\partial y^{2}}-\theta _{00}\frac{\partial ^{2}\psi _{00}}{\partial y^{2}}\Big] \,, $
$$ \frac{\partial }{\partial y}\Big[ \frac{\partial \theta _{10}}{\partial y}\% +\theta _{00}\frac{\partial \theta _{00}}{\partial y}\Big] $$
$ \quad +Bk\Big[ 2\Big(\frac{\partial ^{2}\psi _{00}}{\partial y^{2}}\Big) \Big(\frac{\% \partial ^{2}\psi _{10}}{\partial y^{2}}\Big) -\theta _{00}\Big(\frac{\% \partial ^{2}\psi _{00}}{\partial y^{2}}\Big) ^{2}\Big] =0\,, $
$ \psi _{10}=0\,, \ \ \frac{\partial ^{2}\psi _{10}}{\partial y^{2}}=0\,, \ \ \frac{\partial \theta _{10}}{\partial y}=0\,, \ \ \text{for} \ \ y=0\,, $
$ \psi _{10}=F_{10}\,,\quad \frac{\partial \psi _{10}}{\partial y}=-1\,, \quad \theta _{10}=0\,, \\ \text{for} \quad y=h (x)=1+e\cos (2\pi x)\,. $

3.4 Solution for System of Order $(W_{z}^{0}, \epsilon ^{0\ })$

$ \psi _{00}= \frac{1}{2h^{1}}(1F_{00}+h)y-(F_{00}+h)y^{1}\,, $
$ \frac{d p_{0}}{d x}= -\frac{1}{h^{1}}[1(F_{00}+h)]\, , $
$ \theta _{00}= \frac{1}{4h^{6}}[1Bk(F_{00}+h)^{2}(h^{4}-y^{4})]\, . $

3.5 Solution for System of Order $(W_{z}^{1}, \epsilon ^{0}) $

$ \psi _{01}= \frac{1}{8h^{6}}[ -1h^{1}(F_{00}^{2}+2F_{00}h+(1-4F_{01})h^{2})y+h(9F_{00}^{2}+ 18F_{00}h+(9-4F_{01})h^{2})y^{1}-6(F_{00}+h)^{2}y^{4}]\,, $
$ \frac{d p_{1}}{d x} = \frac{1}{4h^{6}}\% \Big[1(h^{2}((9-4F_{01})h-24y)+1F_{00}^{2}(1h-8y)+6F_{00}h(1h-8y)) \\ \hphantom{\frac{\d p_{1}}{\d x} =} + 2\Big( -\frac{1}{h^{1}}(1F_{00}+h)y\Big) \Big( -\frac{1}{ h^{1}}(1F_{00}+h)\Big) \Big] \,, $
$$ \theta _{01} = \frac{1}{40h^{9}}\% [1Bk(-27F_{00}^{1}h^{5}-81F_{00}^{2}h^{6}-81F_{00}h^{7}+20F_{00}F_{01}h^{7}-27h^{8} +20F_{01}h^{8}+45F_{00}^{1}hy^{4}+115F_{00}^{2}h^{2}y^{4} \\ \hphantom{ \theta _{01} =} +115F_{00}h^{1}y^{4}-20F_{00}F_{01}h^{1}y^{4} +45h^{4}y^{4}-20F_{01}h^{4}y^{4}-18F_{00}^{1}y^{5}-54F_{00}^{2}hy^{5}-54F_{00}h^{2}y^{5}-18h^{1}y^{5})] \,. $$

3.6 Solution for System of Order $(W_{z}^{0}, \epsilon ^{1}) $

$ \psi _{10} = \frac{1}{56h^{9}}\% (6BkF_{00}h^{6}y+18BkF_{00}h^{7}y+18BkF_{00}h^{8}y+84F_{10}h^{8}y+6Bkh^{9}y\% -9BkF_{00}^{1}h^{4}y^{1}-27BkF_{00}^{2}h^{5}y^{1} \\ \hphantom{\psi _{10} =} -27BkF_{00}h^{6}y^{1}-28F_{10}h^{6}y^{1}-9Bkh^{7}y^{1} +1BkF_{00}^{1}y^{7}+9BkF_{00}^{2}hy^{7}+9BkF_{00}h^{2}y^{7}+1Bkh^{1}y^{7})\,, $
$ \frac{d p_{2}}{d x}=\frac{1}{7h^{5}}[1 (-72h^{2}+1Br(F_{0}+h)^{1})]\,, $
$ \theta _{10} = \frac{1}{56h^{12}}\% [19Br^{2}F_{0}^{4}h^{8}+16Br^{2}F_{0}h^{9}+54Br^{2}F_{0}^{2}h^{10}-28BrF_{0}F_{2}h^{10}+16Br^{2}F_{0}h^{11} \\ \hphantom{\theta _{10} =} -28BrF^{2}h^{11}+9Br^{2}h^{12}-12Br^{2}F_{0}^{4}h^{4}y^{4}-48Br^{2}F_{0}^{1}h^{5}y^{4}-72Br^{2}F_{0}^{2}h^{6}y^{4} \\ \hphantom{\theta _{10} =} +28BrF_{0}F_{2}h^{6}y^{4}-48Br^{2}F_{0}h^{7}y^{4}+28BrF_{2}h^{7}y^{4}-12Br^{2}h^{8}y^{4}+1Br^{2}F_{0}^{4}y^{8} \\ \hphantom{\theta _{10} =} +12Br^{2}F_{0}^{1}hy^{8}+18Br^{2}F_{0}^{2}h^{2}y^{8}+12Br^{2}F_{0}h^{1}y^{8}+1Br^{2}h^{4}y^{8}]\,. $
Using solution of above systems and
$ F_{00}=F-W_{z}F_{01}-\epsilon F_{10}\,, $
net results could be stated as:
$ \psi = -\frac{1}{2h^{1}} (h^{2}(1F+h)y-(F+h)y^{1}) \\ +W_{z}\Big[ -\frac{ 1}{8h^{6}}(1F+h)^{2}(h-y)^{2}y (h+2y)\Big] \\ \hphantom{\psi =} +\epsilon \Big[ \frac{1}{56h^{9}}\% (1Bk(F+h)^{1}(2h^{6}y-1h^{4}y^{1}+y^{7}))\Big] \, , $
$ \frac{d p}{d x}= -\frac{1}{h^{1}} (F+h)+W_{z}\Big[ \frac{27}{4h^{5}}\% (F+h)^{2}\Big] \\ \hphantom{\frac{d p}{d x}=} +\epsilon \Big[ \frac{1}{7h^{5}}(9Bk(F+h)^{1})\Big] \, , $
$ \theta = \frac{1Bk}{4h^{6}} (F+h)^{2}(h^{4}-y^{4})+W_{z} \\ \hphantom{\theta =} -\frac{1}{\% 40h^{9}}(27Bk(F_{0}+h)^{1}(1h^{5}-5hy^{4}+2y^{5})) \\ \hphantom{\theta =} \times\epsilon \Big[ -\frac{9Bk^{2}}{56h^{12}}\% ((F+h)^{4}(1h^{8}-4h^{4}y^{4}+y^{8}))\Big] \,. $
The expression for pressure rise and heat transfer coefficient is
$ \Delta P_{\lambda }=\int _{0}^{1}\frac{d P}{d x}d x\,, $
$ Z_{T}= \frac{\partial \theta }{\partial y}\frac{\partial h}{\partial x}\% \Big| _{y=h}\,. $

4 Discussion

Influence of variable fluid properties on peristaltic flow of Williamson fluid has been discussed. The salient features of several physical parameters like velocity, pressure rise per wavelength, pressure gradient, heat transfer coefficient, temperature and streamlines have been described graphically. The reduced version of present study for fluid parameter $W_{z}$ and Brinkman number $Bk $ are in agreement with studies.[22-23]
Figure 2 depicts the behavior of $\epsilon$, $ Bk$ and $W_{z} $ on velocity. At the center of the channel and near the channel walls, the behavior of the velocity is opposite. Figure 2(a) shows that at the center of the channel, the velocity increases as $\epsilon$ increases whereas the velocity decreases near the channel wall as $\epsilon$ increases. Brinkman number is the ratio between heat transported by molecular conduction and production of heat by viscous dissipation. Figure 2(b) shows that velocity increases at the center of the channel as $Bk$ increases while velocity decreases at the center of the channel as $Bk$ increases. Figure 2(c) represents decrease in velocity at the center of the channel as $W_{z}$ increases.
Fig. 1 Flow configuration.
Fig. 2 (a) Influence of $\epsilon $ on $u$ for $W_{z}=0.01$, $e=0.6$, $\theta =1.1$, $x=0.2$, and $Bk=0.9$. (b) Influence of $Bk$ on $u$ for $W_{z}=0.01$, $e=0.6$, $\theta =-1.5$, $\epsilon =0.1$, and $x=0.2$. (c) Influence of $W_{z}$ on $u$ for $Bk=2$, $e=0.6$, $\theta =-1.5$, $\epsilon =0.1$, and $x=0.2$.
Figure 3 shows the behavior of $\epsilon$, $Bk $ and $W_{z} $ on pressure rise. The pumping against pressure rise is the most significant aspect of peristalsis. The retrograde pumping region is where $\Delta P_{\lambda }>0 $ and $\theta <0$. The fluid flow in this region is due to pressure gradient. The region where $\Delta P_{\lambda }>0 $ and $\theta >0 $ is known as peristaltic pumping region. The fluid that is moved in forward direction and the peristalsis of walls in this region overcomes the resistance of pressure gradient. The free pumping zone is where $\Delta P_{\lambda }=0 $ and the volume flow rate $\theta $ is known as free pumping flux. In the region where $\Delta P_{\lambda }<0 $ and $\theta >0 $ is the copumping region. It is observed that increase in $\epsilon $ means increase in the thermal conductivity/variable viscosity. Figure 3(a) shows that the pressure decreases as $\epsilon $ increases in the retrograde region while in the copumping region it behaves oppositely. The effect on $% \Delta P_{\lambda } $ for $Bk $ is the same as that of $\epsilon $ in Fig. 3(b). It is noticed that $\Delta P_{\lambda }$ in Fig. 3(c), increases as $W_{z} $ increases in the retrograde region whereas its behavior is opposite in copumping region. It is noticed that in the peristaltic pumping region, $% \Delta P_{\lambda } $ shows no deviation under all type of variations.
Fig. 3 (a) Influence of $\epsilon $ on $\Delta P_{\lambda }$ for $Bk=0.8$, $e=0.5$, and $W_{z}=0.02$. (b) Influence of $Bk$ on $\Delta P_{\lambda }$ for $\epsilon =0.8$, $e=0.5$, and $W_{z}=0.02$. (c) Influence of $W_{z}$ on $\Delta P_{\lambda }$ for $Bk=0.8$, $e=0.5$, and $\epsilon =0.02$.
Figure 4 illustrates the behavior of $\epsilon$, $Bk$ and $W_{z} $ on pressure gradient. It is observed that at the wider part of the channel when $x=0$, the pressure gradient is very small. This can be justified physically because without the assistance of huge pressure gradient, the fluid can pass easily. Whereas in the narrow part of the channel huge pressure gradient is required for maintaining the same flux of fluid to pass through it. Figures 4(a) and 4(b) show that the pressure gradient decreases as $\epsilon$ and $ Bk$ increase. In Fig. 4(c) pressure gradient increases as $W_{z}$ increases.
Fig. 4 (a) Influence of $\epsilon $ on ${d p}/{d x}$ for $Bk=0.8$, $e=0.5$, and $W_{z}=0.02$. (b) Influence of $Bk$ on ${d p}/{d x}$ for $W_{z}=0.8$, $e=0.5$, and $ \epsilon =0.02$. (c) Influence of $W_{z}$ on ${d p}/{d x}$ for $Bk=0.8$, $e=0.5$, and $% \epsilon =0.02$.
Figure 5 depicts the behavior of $\epsilon$, $Bk $ and $W_{z} $ on temperature. Here $\theta _{\rm temp} $ is plotted against $y$. Figure 5(a) shows that when $\theta _{\rm temp} $ decreases $\epsilon $ increases. While Figs. 5(b) and 5(c) show increase of $\theta _{\rm temp} $ as $Bk $ and $W_{z} $ increase.
Fig. 5 (a) Influence of $\epsilon $ on $\theta _{\rm temp}$ for $Bk=0.1$, $e=0.6$, $x=0.2$, and $W_{z}=0.01$. (b) Influence of $Bk$ on $\theta _{\rm temp}$ for $W_{z}=0.01$, $e=0.6$, $\theta =1.1$, $x=0.2$, and $\alpha =0.1$. (c) Influence of $W_{z}$ on $\theta _{\rm temp}$ for $Bk=2$, $e=0.5$, $x=0.2$, $\theta =1.1$, and $\epsilon =0.1$.
Figure 6 depicts the variation of heat transfer coefficient $Z_{T} $ for several values of parameters at $y=h(x)$. Figure 6(a) shows that as $\epsilon $ increases, the value of $Z_{T}$ decreases. Whereas in Figs. 6(b) and 6(c) $Z_{T} $ increases by increasing the values of $Bk$ and $W_{z}$.
Fig. 6 (a) Influence of $\epsilon $ on $Z_{T}$ for $Bk=0.8$, $e=0.5$, $x=0.2$, $\theta =-1.5$, and $W_{z}=0.02$. (b) Influence of $Bk$ on $Z_{T}$ for $\epsilon $ $=0.8$, $e=0.5$, $x=0.2$, $\theta =-1.5$, and $W_{z}=0.02$. (c) Influence of $W_{z}$ on $Z_{T}$ for $Bk=0.8$, $e=0.5$, $x=0.2$, $\theta =-1.5$, and $\epsilon =0.02$.
Fig. 7 (a)--(b) Influence of streamlines for values of for $\epsilon =0$, 0.1, $Bk=0.2$, $e=0.5$, $W_{z}=0.01$, and $\theta =1.5$. (c)--(d) Influence of streamlines for values of for $Bk=0$, 0.1, $\epsilon =0.2$, $e=0.5$, $W_{z}=0.01$, and $\theta =1.5$. (e)--(f) Influence of streamlines for values of for $W_{z}=0$, 0.1, $Bk=0.2$, $e=0.5$, $\epsilon =0.01$, and $\theta =1.5$.
An important process in the transport of the fluid is trapping. Under some conditions, a bolus which is trapped is enclosed by the splitting of streamlines and it is carried out along the wave in the wave frame. The following process is known as trapping. Figure 7 represents the phenomenon of trapping by sketching streamlines. The bolus which is trapped, an increasing behavior is found, as the size of the bolus increases by increasing the parameters $\epsilon$, $Bk $, and $W_{z} $ respectively.

5 Conclusion

In the following paper we have examined the influence of variable fluid properties on peristaltic flow of Williamson fluid. By the help of perturbation method series solutions are found. The observations are concluded as follows:
(i) It is observed that the behavior of $\epsilon $ on pressure gradient and pressure rise per wavelength, is opposite.
(ii) It is seen that $W_{z}$ and $\epsilon$, in the narrow part of the channel cause better variation as compared to the wider part of the channel.
(iii) As $W_{z} $ and $\epsilon$ increase, the pressure gradient decreases.
(iv) It is seen that when temperature increases thermal conductivity also increases whereas the temperature has negative relation with viscosity.
(v) The heat transfer coefficient is lower for a fluid with variable thermal conductivity and variable viscosity as compared to the fluid with constant thermal conductivity and constant viscosity.
(vi) When the values of $\epsilon $ and $W_{z}$ increase, the bolus which is trapped, its size increases.

The authors have declared that no competing interests exist.

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