Title: P M V Subbarao
1Interaction of Fluid flow with Solid walls
- P M V Subbarao
- Professor
- Mechanical Engineering Department
- I I T Delhi
How many Fluid Particles are getting Affted by
Wall to What extent!?!?!
2The No-Slip Boundary Condition in Viscous Flows
- The Riddle of Fluid Sticking to the Wall in Flow.
- Consider an isolated fluid particle.
When this particle hits a wall of a solid body,
its velocity abruptly changes.
This abrupt change in momentum of the patricle is
achieved by an equal and opposite change in that
of the wall or the body.
3Video of the Event
- At the point of collision we can identify normal
and tangential directions n and t to the wall. - The time of impact t0 is very brief.
- It is a good assumption to conclude that the
normal velocity vn will be reversed with a
reduction in magnitude because of loss of
mechanical energy. - If we assume the time of impact to be zero, the
normal velocity component vn is seen to be
discontinuous and also with a change in sign.
4Time variation of normal and tangential
velocitycomponents of the impinging particle.
Whether it is discontinuous or not, the fact that
the particle has to change the sign of its
normal velocity, is obvious, since the particle
cannot continue penetrating into the solid wall.
5The Tangential Component of Velocity
- The case of the tangential component vt is far
more complex and more interesting. - First of all, the particle will continue to move
in the same direction and hence there is no
change in sign. - If the wall and the ball are perfectly smooth
(i.e. frictionless). - vt will not change at all.
- In case of rough surfaces vt will decrease a
little. - It is important to note that vt is nowhere zero.
- Even though the ball sticks to the wall for a
brief period t0, at no time its tangential
velocity is zero! - The ball can also roll on the wall.
6The Ideal Interaction Max Well (1879)
- When the particle hits a smooth wall of a solid
body, its velocity abruptly changes. - This sudden change due to perfectly smooth
surface (ideal surface) was defined by Max Well
as Specular Reflection in 1879. - The Slip is unbounded
7An Irreversible Interaction Max Well (1879)
- When the particle hits a rough wall of a solid
body, its velocity also changes. - This sudden change due to a rough surface (real
surface) was defined by Max Well as Diffusive
Reflection in 1879. - The Slip is finite.
8The condition of fluid flow at the Wall
- Fluid flow at wall is fundamentally different
from the case of an isolated particle since a
fluid flow is a field. - The difference is that a fluid parcel in contact
with a wall also interacts with the neighboring
fluid. - The problem of velocity boundary condition
demands the recognition of this difference. - During the whole of 19th century extensive work
was required to resolve the issue. - The idea is that the normal component of velocity
at the solid wall should be zero to satisfy the
no penetration condition. - What fraction of fluid particles will
partially/totally lose their tangential velocity
in a fluid flow?
9Thermodynamic equilibrium
- Thermodynamic equilibrium implies that the
macroscopic quantities need sufficient time to
adjust to their changing surroundings. - In motion, exact thermodynamic equilibrium is
impossible as each fluid particle is continuously
having volume, momentum or energy added or
removed. - Fluid flow heat transfer can at the most reach
quasi-equilibrium. - The second law of thermodynamics imposes a
tendency to revert to equilibrium state. - This also defines whether or not the flow
quantities are adjusting fast enough.
10A Peculiar condition for fluid flow at Solid wall
- In the region of a fluid flow very close to a
solid surface, the occurrence of quasi
thermodynamic equlibrium is also doubtful. - This is because there are insufficient
molecular-molecular and molecular-surface
collisions over this very small scale. - Fails to justify the occurrence of quasi
thermodynamic-equilibrium. - Two characteristics of this near-surface region
of a gas flow are the following - First, there is a finite velocity of the gas at
the surface ( velocity slip). - Second, there exists a non-Newtonian
stress/strain-rate relationship that extends a
few molecular dimensions into the gas. - This region is known as the Knudsen layer or
kinetic boundary layer.
11Knudsen Layer
Surface at a distance of one mean free
path/lattice spacing.
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Wall
12Molecular Flow Dimensions
- Mean Free Path is identified as the smallest
dimensions of gaseous Flow. - MFP is the distance travelled by gaseous
molecules between collisions. - Lattice Spacing is identified as the smallest
dimensions of liquid Flow.
Mean free path
Lattice Dimension
d diameter of the molecule
V is the molar volume NA Avogadros number.
n molar density of the fluid, number
molecules/m3
13Velocity Extrapolation Theory
Knudsen defined a non-dimensional distance as
the ratio of mean free path of the gas to the
characteristic dimension of the system. This is
called Knudsen number
14Boundary Conditions
- Maxwell was the first to propose the boundary
model that has been widely used in various
modified forms. - Maxwells model is the most convenient and
correct formulation. - Maxwells model assumes that the boundary surface
is impenetrable. - The boundary model is constructed on the
assumption that some fraction (1-ar) of the
incident fluid molecules are reflected form the
surface specularly. - The remaining fraction ar are reflected diffusely
with a Maxwell distribution. - ar gives the fraction of the tangential momentum
of the incident molecules transmitted to the
surface by all molecules. - This parameter is called the tangential momentum
accommodation coefficient.
15 Slip Boundary conditions
Maxwell proposed the first order slip boundary
condition for a dilute monoatomic gas given by
Where
Tangential momentum accommodation coefficient
( TMAC )
--
--
Velocity of gas adjacent to the wall
--
Velocity of wall
--
Mean free path
Velocity gradient normal to the surface
--
16Modified Boundary Conditions
Non-dimensional form ( I order slip boundary
condition)
-----
Using the Taylor series expansion of u about
the wall, Maxwell proposed second order terms
slip boundary condition given by
Second order slip boundary condition
Maxwell second order slip condition
-----
17Regimes of Engineering Fluid Flows
- Conventional engineering flows Kn lt 0.001
- Micro Fluidic Devices Kn lt 0.1
- Ultra Micro Fluidic Devices Kn lt1.0
18 Flow Regimes
- Based on the Knudsen number magnitude, flow
regimes can be classified as follows
Continuum Regime Kn lt 0.001 Slip Flow
Regime 0.001 lt Kn lt 0.1 Transition
Regime 0.1 lt Kn lt 10 Free Molecular
Regime Kn gt 10 - In continuum regime no-slip conditions are valid.
- In slip flow regime first order slip boundary
conditions are applicable. - In transition regime (according to the literature
present) higher order slip boundary conditions
may be valid. - Transition regime with high Knudsen number and
free molecular regime need molecular dynamics.
19Popular Creeping Flows
- Fully developed duct Flow.
- Flow about immersed bodies
- Flow in narrow but variable passages. First
formulated by Reynolds (1886) and known as
lubrication theory, - Flow through porous media. This topic began with
a famous treatise by Darcy (1856) - Civil engineers have long applied porous-media
theory to groundwater movement. - http//www.ae.metu.edu.tr/ae244/docs/FluidMechani
cs-by-JamesFay/2003/Textbook/Nodes/chap06/node17.h
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