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P M V Subbarao

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Poiseuille (pressure-driven) steady duct flows P M V Subbarao Professor Mechanical Engineering Department I I T Delhi Natural Fluid Flow to Engineering Fluid Flow – PowerPoint PPT presentation

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Title: P M V Subbarao


1
Interaction 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!?!?!
2
The 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.
3
Video 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.

4
Time 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.
5
The 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.

6
The 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

7
An 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.

8
The 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?

9
Thermodynamic 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.

10
A 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.

11
Knudsen Layer
Surface at a distance of one mean free
path/lattice spacing.
us
uw
Wall
12
Molecular 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
13
Velocity 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
14
Boundary 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
--
16
Modified 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
-----
17
Regimes 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.

19
Popular 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
    tml
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