International Journal of Engineering and Science Invention (IJESI) is an international journal intended for professionals and researchers in all fields of computer science and electronics. IJESI publishes research articles and reviews within the whole field Engineering Science and Technology, new teaching methods, assessment, validation and the impact of new technologies and it will continue to provide information on the latest trends and developments in this ever-expanding subject. The publications of papers are selected through double peer reviewed to ensure originality, relevance, and readability. The articles published in our journal can be accessed online.
Flow around multiple_inline_circular_cylindersAmey Vasulkar
The following paper deals with the visualization of flow around multiple inline circular cylinders. The conclusions from the visualizations are noted. Paper will serve has the base for further numerical investigations on the topic.
Experimental flow visualization for flow around multiple side-by-side circula...Santosh Sivaramakrishnan
This paper deals with Flow visualization of multiple side by side circular cylinders of varying cross sections at Reynolds numbers from 50-200. An experimental setup for this purpose has been designed and described in the paper.
Flow around multiple_inline_circular_cylindersAmey Vasulkar
The following paper deals with the visualization of flow around multiple inline circular cylinders. The conclusions from the visualizations are noted. Paper will serve has the base for further numerical investigations on the topic.
Experimental flow visualization for flow around multiple side-by-side circula...Santosh Sivaramakrishnan
This paper deals with Flow visualization of multiple side by side circular cylinders of varying cross sections at Reynolds numbers from 50-200. An experimental setup for this purpose has been designed and described in the paper.
Different types of flows and lines in fluid flow.Muhammad Bilal
this presentation includes all the possible flows which a fluid can have when it is moving in a 3D space it also contain the different kinds of lines such as stream lines,path lines and streak lines for a fluid flow ( steady and unsteady).
This slide will explain you the chemical engineering terms .Al about the basics of this slide are explain in it. The basics of fluid mechanics, heat transfer, chemical engineering thermodynamics, fluid motions, newtonian fluids, are explain in this process.
Different types of flows and lines in fluid flow.Muhammad Bilal
this presentation includes all the possible flows which a fluid can have when it is moving in a 3D space it also contain the different kinds of lines such as stream lines,path lines and streak lines for a fluid flow ( steady and unsteady).
This slide will explain you the chemical engineering terms .Al about the basics of this slide are explain in it. The basics of fluid mechanics, heat transfer, chemical engineering thermodynamics, fluid motions, newtonian fluids, are explain in this process.
Presentation at J Boye 11 in Aarhus, Nov 9 2011, in the session "Digital Strategy and Governance - Dealing with New Challenges in Old Organisations" - moderated by Michael Edson, Director of Web and New Media Strategy at the Smithsonian Institution
The International Journal of Engineering and Science (The IJES)theijes
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The papers for publication in The International Journal of Engineering& Science are selected through rigorous peer reviews to ensure originality, timeliness, relevance, and readability
Analysis of the Interaction between A Fluid and A Circular Pile Using the Fra...IJERA Editor
The purpose of this research is to study the interaction between a fluid and a circular pile, located downstream
from a fan-shaped dam, through the fractional Navier-Stokes equations, and in particular, its approximation to
the boundary layer. The flow region is divided into zones according to the vorticity transport theory of
turbulence. First, we consider the limit of the spatial occupancy index close to 1. Then, a stream function is
introduced, and for the potential zone, we consider a complex potential, using the inverse distances on a circle.
In the other limit, when the spatial occupation index approaches 0, we consider the equations of the boundary
layer in the limit of fully developed turbulence. Next, for the last approaches, a new stream function and
velocities in their radial and polar components are obtained. We also find the asymmetry of the pressure
distribution around the pile, based on the viscosity and considering that the pressure drag force and the friction
coefficients are proportional to the inverse of the Reynolds number. We conclude that D'Alembert's paradox and
Thomson's theorem has been resolved. For applications, in the case of the turbulent wake, we are interested both
in the orientation given by the pile symmetry axis and its extension. The criterion that should be satisfied is: the
diameter of the pile, on the border of inequality, must be located as proportional average between the length of
the turbulent wake and twice the characteristic length associated with the dam, whose aspect ratio, in turn, to the
pile diameter, determines the contraction factor.
Effect Of Elasticity On Herschel - Bulkley Fluid Flow In A TubeIJARIDEA Journal
Abstract— The impact of flexibility on Herschel-Bulkley liquid in a tube is researched. The issue is unraveled scientifically
for two unique sorts: one flux is computed taking the worry of the flexible tube into thought and the other flux is acquired by
considering the weight range relationship. Speed of the inelastic tube is additionally considered. The impact of various
parameters on flux and speed are talked about through charts. The outcomes acquired for the stream attributes uncover
many intriguing practices that warrant additionally contemplate on the non-Newtonian liquid stream wonders, particularly
the shear-diminishing marvels. Shear diminishing decreases the divider shear stretch.
Keywords— Elastic tube, Herschel-Bulkley Fluid, Inlet pressure, Outlet Pressure, Yield Stress.
Effect of Magnetic Field on Blood Flow (Elastico- Viscous) Under Periodic Bod...IOSR Journals
Aim of this study is to investigate the effect of magnetic field on blood flow in cylindrical artery through porous medium. In this paper blood is considered elastico viscous, Non Newtonian fluid and flow is assumed as fully developed and laminar. Laplace transforms and Finite Hankel Transforms are used to obtain the analytical expression for velocity profile, flow rate and fluid acceleration. The effect of magnetic field on velocity and fluid acceleration has been discussed with the help of graphs. It is found that velocity distribution, flow rate and fluid acceleration of blood in cylindrical artery decrease as magnetic field increases.
LATTICE BOLTZMANN SIMULATION OF NON-NEWTONIAN FLUID FLOW IN A LID DRIVEN CAVITY IAEME Publication
Lattice Boltzmann Method (LBM) is used to simulate the lid driven cavity flow to explore the mechanism of non-Newtonian fluid flow. The power law model is used to represent the class of non-Newtonian fluids (shear-thinning and shear-thickening fluids) by considering a range of 0.8 to 1.6. Investigation is carried out to study the influence of power law index and Reynolds number on the variation of velocity profiles and streamlines plots. Velocity profiles and the streamline patterns
for various values of power law index at Reynolds numbers ranging 100 to 3200 are presented. Half way bounce back boundary conditions are employed in the numerical method.
lab 4 requermenrt.pdf
MECH202 – Fluid Mechanics – 2015 Lab 4
Fluid Friction Loss
Introduction
In this experiment you will investigate the relationship between head loss due to fluid friction and
velocity for flow of water through both smooth and rough pipes. To do this you will:
1) Express the mathematical relationship between head loss and flow velocity
2) Compare measured and calculated head losses
3) Estimate unknown pipe roughness
Background
When a fluid is flowing through a pipe, it experiences some resistance due to shear stresses, which
converts some of its energy into unwanted heat. Energy loss through friction is referred to as “head
loss due to friction” and is a function of the; pipe length, pipe diameter, mean flow velocity,
properties of the fluid and roughness of the pipe (the later only being a factor for turbulent flows),
but is independent of pressure under with which the water flows. Mathematically, for a turbulent
flow, this can be expressed as:
hL=f
L
D
V
2
2 g
(Eq.1)
where
hL = Head loss due to friction (m)
f = Friction factor
L = Length of pipe (m)
V = Average flow velocity (m/s)
g = Gravitational acceleration (m/s^2)
Friction head losses in straight pipes of different sizes can be investigated over a wide range of
Reynolds' numbers to cover the laminar, transitional, and turbulent flow regimes in smooth pipes. A
further test pipe is artificially roughened and, at the higher Reynolds' numbers, shows a clear
departure from typical smooth bore pipe characteristics.
Experiment 4: Fluid Friction Loss
The head loss and flow velocity can also be expressed as:
1) hL∝V −whe n flow islaminar
2) hL∝V
n
−whe n flow isturbulent
where hL is the head loss due to friction and V is the fluid velocity. These two types of flow are
seperated by a trasition phase where no definite relationship between hL and V exist. Graphs
of hL −V and log (hL) − log (V ) are shown in Figure 1,
Figure 1. Relationship between hL ( expressed by h) and V ( expressed by u ) ;
as well as log (hL) and log ( V )
Experiment 4: Fluid Friction Loss
Experimental Apparatus
In Figure 2, the fluid friction apparatus is shown on the right while the Hydraulic bench that
supplies the water to the fluid friction apparatus is shown on the left. The flow rate that the
hydraulic bench provides can be measured by measuring the time required to collect a known
volume.
Figure 2. Experimental Apparatus
Experimental Procedure
1) Prime the pipe network with water by running the system until no air appears to be discharging
from the fluid friction apparatus.
2) Open and close the appropriate valves to obtain water flow through the required test pipe, the four
lowest pipes of the fluid friction apparatus will be used for this experiment. From the bottom to the
top, these are; the rough pipe with large diameter and then smooth pipes with three successively
smaller diameters.
3) Measure head loss ...
The International Journal of Engineering & Science is aimed at providing a platform for researchers, engineers, scientists, or educators to publish their original research results, to exchange new ideas, to disseminate information in innovative designs, engineering experiences and technological skills. It is also the Journal's objective to promote engineering and technology education. All papers submitted to the Journal will be blind peer-reviewed. Only original articles will be published.
The peer-reviewed International Journal of Engineering Inventions (IJEI) is started with a mission to encourage contribution to research in Science and Technology. Encourage and motivate researchers in challenging areas of Sciences and Technology.
THEORETICAL STUDY ON PIPE OF TAPERED THICKNESS WITH AN INTERNAL FLOW TO ESTIM...IAEME Publication
This research study the effect of tapered thickness on the free transverse vibration of clamped – free pipe which have uniform circular cross section conveying water by using Raighly –Ritz method in the two case, the first involves the pipe have a constant wall thickness (t1) at clamped end equal to (1mm & 2mm) while the thickness (t2) at free end changes according to the ratio (t2/t1=0.2, 0.4, 0.6, 0.8, 1). In the second case the thickness at free end (t2) is constant (1mm & 2mm) whereas the thickness at clamped end (t1) changes at ratio (t1/t2=0.2, 0.4, 0.6, 0.8, 1). The pipe has a constant inner radius (Ri) of (1 cm or 2 cm) and different values of length (1m & 2m).
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
COLLEGE BUS MANAGEMENT SYSTEM PROJECT REPORT.pdfKamal Acharya
The College Bus Management system is completely developed by Visual Basic .NET Version. The application is connect with most secured database language MS SQL Server. The application is develop by using best combination of front-end and back-end languages. The application is totally design like flat user interface. This flat user interface is more attractive user interface in 2017. The application is gives more important to the system functionality. The application is to manage the student’s details, driver’s details, bus details, bus route details, bus fees details and more. The application has only one unit for admin. The admin can manage the entire application. The admin can login into the application by using username and password of the admin. The application is develop for big and small colleges. It is more user friendly for non-computer person. Even they can easily learn how to manage the application within hours. The application is more secure by the admin. The system will give an effective output for the VB.Net and SQL Server given as input to the system. The compiled java program given as input to the system, after scanning the program will generate different reports. The application generates the report for users. The admin can view and download the report of the data. The application deliver the excel format reports. Because, excel formatted reports is very easy to understand the income and expense of the college bus. This application is mainly develop for windows operating system users. In 2017, 73% of people enterprises are using windows operating system. So the application will easily install for all the windows operating system users. The application-developed size is very low. The application consumes very low space in disk. Therefore, the user can allocate very minimum local disk space for this application.
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Explore the innovative world of trenchless pipe repair with our comprehensive guide, "The Benefits and Techniques of Trenchless Pipe Repair." This document delves into the modern methods of repairing underground pipes without the need for extensive excavation, highlighting the numerous advantages and the latest techniques used in the industry.
Learn about the cost savings, reduced environmental impact, and minimal disruption associated with trenchless technology. Discover detailed explanations of popular techniques such as pipe bursting, cured-in-place pipe (CIPP) lining, and directional drilling. Understand how these methods can be applied to various types of infrastructure, from residential plumbing to large-scale municipal systems.
Ideal for homeowners, contractors, engineers, and anyone interested in modern plumbing solutions, this guide provides valuable insights into why trenchless pipe repair is becoming the preferred choice for pipe rehabilitation. Stay informed about the latest advancements and best practices in the field.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
Water scarcity is the lack of fresh water resources to meet the standard water demand. There are two type of water scarcity. One is physical. The other is economic water scarcity.
Final project report on grocery store management system..pdfKamal Acharya
In today’s fast-changing business environment, it’s extremely important to be able to respond to client needs in the most effective and timely manner. If your customers wish to see your business online and have instant access to your products or services.
Online Grocery Store is an e-commerce website, which retails various grocery products. This project allows viewing various products available enables registered users to purchase desired products instantly using Paytm, UPI payment processor (Instant Pay) and also can place order by using Cash on Delivery (Pay Later) option. This project provides an easy access to Administrators and Managers to view orders placed using Pay Later and Instant Pay options.
In order to develop an e-commerce website, a number of Technologies must be studied and understood. These include multi-tiered architecture, server and client-side scripting techniques, implementation technologies, programming language (such as PHP, HTML, CSS, JavaScript) and MySQL relational databases. This is a project with the objective to develop a basic website where a consumer is provided with a shopping cart website and also to know about the technologies used to develop such a website.
This document will discuss each of the underlying technologies to create and implement an e- commerce website.
Forklift Classes Overview by Intella PartsIntella Parts
Discover the different forklift classes and their specific applications. Learn how to choose the right forklift for your needs to ensure safety, efficiency, and compliance in your operations.
For more technical information, visit our website https://intellaparts.com
Courier management system project report.pdfKamal Acharya
It is now-a-days very important for the people to send or receive articles like imported furniture, electronic items, gifts, business goods and the like. People depend vastly on different transport systems which mostly use the manual way of receiving and delivering the articles. There is no way to track the articles till they are received and there is no way to let the customer know what happened in transit, once he booked some articles. In such a situation, we need a system which completely computerizes the cargo activities including time to time tracking of the articles sent. This need is fulfilled by Courier Management System software which is online software for the cargo management people that enables them to receive the goods from a source and send them to a required destination and track their status from time to time.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSE
Fluctuating Flow of Vescoelastic Fluids between Two Coaxial Cylinders
1. International Journal of Engineering Science Invention
ISSN (Online): 2319 – 6734, ISSN (Print): 2319 – 6726
www.ijesi.org ||Volume 4 Issue 12|| December 2015 || PP.20-25
www.ijesi.org 20 | Page
Fluctuating Flow of Vescoelastic Fluids between Two Coaxial
Cylinders
A.C.Sahoo1
, T.Biswal2
1
(Dept. of Mathematics, TempleCity Institute of Tech.& Engg. (TITE), Bhubaneswar, Orissa India.)
2
(Dept. of Mathematics, Vivekananda Institute of Tech. , Bhubaneswar, Orissa, India.)
ABSTRACT: In this paper the flow of a viscoelastic fluid where the motion is due to the fluctuations of the
outer cylinder has been studied. The governing equations are expressed in cylindrical polar coordinates. The
influence of elastic parameter on velocity distribution and skin friction has been studied and the velocity profiles
are shown in graphs.
KEYWORDS: Fluctuating flow, Viscoelastic fluid, cylindrical polar coordinates, skin friction, stress tensor.
I. INTRODUCTION
Flow of both Newtonian and non-Newtonian fluids through pipes and concentric cylinders has wide
technological importance and has attracted the attention of many researchers. In everyday life we encounter
such type of problems. Such types of problems are of great importance both in engineering and bio-physical
fields. Pulsating flow due to pressure gradient in the direction of flow has been considered by Uchida (1956).
The motion of the Newtonian fluids between two circular cylinders where the flow is due to the oscillation of
the inner cylinder has been studied by Khamrui (1957). Chandrasekhar (1960) has studied the hydrodynamic
stability of viscid flow between coaxial cylinders and got interesting results. Rath and Jena (1979) have
investigated the flow of a viscous fluid generated in response to fluctuation in the axial velocity of the outer
cylinder. They obtained a closed form solution and analysis has also been extended to low and high frequency
approximations. Rajgopal et al. (1985) studied the flow of viscoelastic fluid between two coaxial cylinders.
Biswal (1985) considered the above fluid which has fluctuating flow between two coaxial cylinders. Gupta et al.
(1996) investigated the steady flow of an elastico-viscous fluid in porous coaxial circular cylinders. Irene Dris et
al. (1998) studied the flow of a viscoelastic fluid between eccentric cylinders both theoretically and
experimentally. Fetecau (2004) has obtained an analytical solution for non-Newtonian fluid flows in pipe like
domain. Unsteady rotating flows of a viscoelastic fluid with the fractional Maxwell model between coaxial
cylinders has been investigated by Qi and Jin (2006) and got interesting results. Erdogan et al. (2007) have
discussed on the steady flow of a second grade fluid between two coaxial porous cylinders. Similar types of
flow have been investigated by Kamra et al. (2010), Nazar et al. (2010) and Khandelwal et al. (2014) and got
interesting results.
Samal et al. (2015) studied the fluctuating flow of a second order fluid between two coaxial circular pipes
and got the analytical solution using Fourier transforms. In the present paper we have extended the above
problem using viscoelastic fluids where the motion is due to the fluctuations of the outer cylinder. The velocity
distributions for different values of elastic parameter have been studied.
II. BASIC EQUATIONS
The governing equation for the flow of viscoelastic fluid model considered here is
ikikik
ekep
~
22 00
(1)
where
ik
p is the stress tensor, 0
is the coefficient of viscosity, 0
k is the elastic parameter of the fluid and
ik
e is the rate of strain tensor. The term
ik
e
~
appearing in equation (1) is given by
,,,,
~
~
veveveve
t
e
e
ikikkkik
ik
ik
(2)
where
v is the velocity vector.
2. Fluctuating Flow of Vescoelastic Fluids between…
www.ijesi.org 21 | Page
The equation of motion and continuity are given by
ij
jjj
ij
i
ppvv
t
v
,,,
(3)
and 0,
v (4)
where is the density of the medium and p is an arbitrary isotropic pressure.
III. FORMULATION OF THE PROBLEM
We work through the cylindrical polar coordinates zr ,, and z-axis coinciding with the common axis of
the cylinders. Let wvu ,, be the velocity components of the fluid in the radial, azimuthal and axial directions
respectively. The space between two cylinders is filled with viscoelastic fluid and the outer cylinder moves in
axial direction along with a velocity iwt
eww 10
, where ,0
w and w are constants. As the cylinders are
infinitely long and have axial symmetry, the velocity functions are considered to be independent of and z ,
hence functions of t and r respectively. Since there is no force to generate acceleration in the radial and
azimuthal directions, we assume that 0 vu in the entire flow region.
The momentum equation (3) reduces to
r
w
rr
w
t
v
r
w
rr
w
v
z
p
t
w 111
2
2
12
2
0
(5)
Where
0
0
v the coefficient of kinematic viscosity is,
0
1
k
v represents the coefficient of
viscoelasticity and is the density of the fluid. The above equation is to be solved under the boundary
conditions
iwt
ewwar
wbr
1;
0;
0
(6)
Here „a‟ and „b‟ are the outer and inner cylinder respectively.
IV. SOLUTION OF THE PROBLEM
To solve the momentum equation (5), we assume
iwt
erGrGtrw )()(),( 21
(7)
as the solution where the second term is the fluctuating part associated with an arbitrary parameter of small
magnitude.
Now from momentum equation in r-direction, we have
0
1
r
p
(8)
Hence p and
r
p
can be taken as functions of „z‟ and„t‟. From equation (5), we conclude that
z
p
will be a
function of„t‟ alone as other terms do not depend on „z‟. Hence we suggest that
iwt
wei
r
p
1
(9)
3. Fluctuating Flow of Vescoelastic Fluids between…
www.ijesi.org 22 | Page
Now using equations (7) and (9) in equation (5) and equating the terms independent of and harmonic terms
separately to zero, we get
0
1
11
f
r
f (10)
0
11
20111110
iwfwf
r
fiwvf
r
fv
(11)
Where the primes denotes the differentiation with respect to „r‟.
The boundary conditions to be satisfied are
021
21
;
0;
wffar
ffbr
(12)
We introduce the following dimensionless quantities
0
2
2
0
1
1
2
0
0
)(
)(;
)(
)(
,,
w
rf
F
w
rf
F
rw
t
w
w
w
a
r a
(13)
Thus equations (10) and (11) reduce to
0
1
11
FF
(14)
0)1(
11
22222
FiFFiKFF
(15)
Where 2
1
0
0
,
a
v
K
waw
v
L
The corresponding boundary conditions are
1;1
0;
21
21
FFr
FFh
(16)
Where
a
b
h
From equation (14), we have
h
h
F
log
/log
1
(17)
To solve equation (15), we take
4. Fluctuating Flow of Vescoelastic Fluids between…
www.ijesi.org 23 | Page
i
iFFF 222
(18)
And equation (15) yields
0
11
222222
iiir
FFFKFFL
(19)
0)1(
11
222222
riri
FFFKFFL
(20)
The corresponding boundary conditions become
0,1;1
0;
22
22
ir
ir
FFr
FFh
(21)
The solutions of equation (19) and (20) are
...1 43212
KeiAKerABeiABerAF r
(22)
...43122
KerAKeiABeiABerAF i
(23)
Where 22
KL
L
,
221
QP
QKeiPKer
A
, ,222
QP
QKerPKei
A
,223
QP
QBeiPBer
A
,224
QP
QBerPBei
A
hBeiKeihBerKerhBeiKeihBerKerP
hBeiKerhBerKeihBeiKerhBerKeiQ
V. SKIN FRICTION
The response of skin-friction at the wall to the fluctuation in velocity is of immense practical importance. The
skin-friction in the case of outer cylinder is given by
Skin friction (outer cylinder)
)cos(
log
1
1100
tw
h
w
Where
2/12
2
2
21
)1()1( ir
ff and
)1(
)1(
tan 2
2
2
21
1
r
i
f
f
The skin-friction in the inner cylinder is
Skin friction (inner cylinder)
)cos(
log
1
2200
tw
hh
w
5. Fluctuating Flow of Vescoelastic Fluids between…
www.ijesi.org 24 | Page
Where
2/12
2
2
22
)()( hfhf ir
and
)(
)(
tan 2
2
2
21
2
hf
hf
r
i
VI. CONCLUSION
In this note, we have studied the flow of viscoelastic fluids between two coaxial cylinders. The flow is
due to the fluctuation of the outer cylinder which moves with the velocity iwt
eww 10
. The present study
gives the following conclusions.
Figure-1 depicts the velocity distribution for 5,5.0 and for different values of the elastic
parameter and wt . Here we observe that with the increase of the elastic parameter, the velocity of the fluid
increases. Also as wt increases with passage of time, there is a slowdown of the flow. The skin friction is also
influenced considerably by the elasticity of the fluid. It is observed that by increasing the velocity fluctuations of
the outer cylinder, the rate of flow of the fluid through the annulus of the pipes could be increased. This result
could be profitably employed in polymer industries where the pumping in or pumping out of the fluid is
involved.
0
0.4
0.8
1.2
1.6
............................
4
wt
2
wt
5,5.0
0w
w
Figure-1: Veloc ity distribution for d ifferent values of k
05.0K
1.0K
15.0K
0.2 0.4 0.6 0.8 1.0
REFERENCES
[1] Uchida, S. “Pulsating flow between two coaxial cylinders” ZAMP, vol. 7 pp. 403 (1956).
[2] Khamrui, S.R., “The motion of the Newtonian fluids between two circular cylinders”, Bull. Cal. Math. Soc. Vol. 49, (1957), pp.
57.
[3] Chandrasekhar, S. “The hydrodynamic stability of viscid flow between coaxial cylinders”, Proc. N.A.S. vol.46 (1960) 46.
[4] Rath, R.S. and Jena, G. “Fluctuating flow of a viscous fluid between two coaxial cylinders”, Ind. J. Pure and Apld. Math. Vol.
10 No. 1(1979), pp 1344.
[5] Rajgopal , K.R., Na, T.Y., Gupta, S. “Flow of an viscoelastic fluid between two coaxial cylinders”Rerol. Acta, Vol. 23 (1985), pp
213-215.
[6] Biswal, T. Mishra, B.K. “Fluctuating flow of viscoelastic liquid between two coaxial cylinders”, Rev. Roum. Phys. Tome Vol. 30
No. 7 (1985), pp 573-578.
[7] Gupta, R.K. and Gupta, K. “Steady flow of an elastico-viscous fluid in porous coaxial circular cylinders” Ind. J. Pure and Apld.
Math. Vol. 27 No. 4 (1996), pp 423-434.
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