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Title: Pharos University MECH 253 FLUID MECHANICS II


1
Pharos UniversityMECH 253 FLUID MECHANICS
II
  • Lecture 5
  • INVISCID FLOWS

2
1 Inviscid Flow
  • Inviscid flow implies that the viscous effect is
    negligible. This occurs in the flow domain away
    from a solid boundary outside the boundary layer
    at Re??.
  • The flows are governed by Euler
    Equationswhere ?, v, and p can be functions
    of r and t .

3
7.1 Inviscid Flow
  • On the other hand, if flows are steady but
    compressible, the governing equation
    becomeswhere ?? can be a function of r
  • For compressible flows, the state equation is
    needed then, we will require the equation for
    temperature T also.

4
7.1 Inviscid Flow
  • Compressible inviscid flows usually belong to the
    scope of aerodynamics of high speed flight of
    aircraft. Here we consider only incompressible
    inviscid flows.
  • For incompressible flow, the governing equations
    reduce to where ?? constant.

5
7.1 Inviscid Flow
  • For steady incompressible flow, the governing eqt
    reduce further to where ?
    constant.
  • The equation of motion can be rewrited into
  • Take the scalar products with dr and integrate
    from a reference at ? along an arbitrary
    streamline ?C , leads to since

6
7.1 Inviscid Flow
  • If the constant (total energy per unit mass) is
    the same for all streamlines, the path of the
    integral can be arbitrary, and in the flow
    domain except inside boundary layers.
  • Finally, the governing equations for inviscid,
    irrotational steady flow are
  • Since is the vorticity , flows
    with are called irrotational
    flows.

7
7.1 Inviscid Flow
  • Note that the velocity and pressure fields are
    decoupled. Hence, we can solve the velocity field
    from the continuity and vorticity equations. Then
    the pressure field is determined by Bernoulli
    equation.
  • A velocity potential ? exists for irrotational
    flow, such that, and irrotationality
    is automatically
    satisfied.

8
7.1 Inviscid Flow
  • The continuity equation becomeswhich is also
    known as the Laplace equation.
  • Every potential satisfy this equation. Flows with
    the existence of potential functions satisfying
    the Laplace equation are called potential flow.

9
7.1 Inviscid Flow
  • The linearity of the governing equation for the
    flow fields implies that different potential
    flows can be superposed.
  • If ?1 and ?2 are two potential flows, the sum
    ?(?1?2) also constitutes a potential flow. We
    have
  • However, the pressure cannot be superposed due to
    the nonlinearity in the Bernoulli equation, i.e.

10
Potential FlowsIntegral Equations
  • Irrotational Flow
  • Flow Potential
  • Conservation of Mass
  • Laplace Equation

11
7.2 2D Potential Flows
  • If restricted to steady two dimensional potential
    flow, then the governing equations become
  • E.g. potential flow past a circular cylinder with
    D/L ltlt1 is a 2D potential flow near the middle of
    the cylinder, where both w component and
    ?/?z?0.

U
L
y
x
z
D
12
7.2 2D Potential Flows
  • The 2-D velocity potential function givesand
    then the continuity equation becomes
  • The pressure distribution can be determined by
    the Bernoulli equation,where p is the
    dynamic pressure

13
7.2 2D Potential Flows
  • For 2D potential flows, a stream function ?(x,y)
    can also be defined together with ?(x,y). In
    Cartisian coordinates, where continuity
    equation is automatically satisfied, and
    irrotationality leads to the Laplace equation,
  • Both Laplace equations are satisfied for a 2D
    potential flow

14
7.2 Two-Dimensional Potential Flows
  • For two-dimensional flows, become
  • In a Cartesian coordinate system
  • In a Cylindrical coordinate system

15
Taking into account
Continuity equation
16
Irrotational Flow Approximation
  • For 2D flows, we can also use the stream function
  • Recall the definition of stream function for
    planar (x-y) flows
  • Since vorticity is zero,
  • This proves that the Laplace equation holds for
    the stream function and the velocity potential

17
Cylindrical coordinate system
In cylindrical coordinates (r , q ,z ) with
-axisymmetric case
18
Taking into account
Continuity equation
19
7.2 Two-Dimensional Potential Flows
  • Therefore, there exists a stream function
    such that
  • in the Cartesian
    coordinate system and
  • in the cylindrical
    coordinate system.
  • The transformation between the two coordinate
    systems

20
7.2 Two-Dimensional Potential Flows
  • The potential function and the stream function
    are conjugate pair of an analytical function in
    complex variable analysis. The conditions
  • These are the Cauchy-Riemann conditions. The
    analytical property implies that the constant
    potential line and the constant streamline are
    orthogonal, i.e.,
  • and to imply
    that .

21
Irrotational Flow Approximation
  • Irrotational approximation vorticity is
    negligibly small
  • In general, inviscid regions are also
    irrotational, but there are situations where
    inviscid flow are rotational, e.g., solid body
    rotation

22
7.3 Simple 2-D Potential Flows
  • Uniform Flow
  • Stagnation Flow
  • Source (Sink)
  • Free Vortex

23
7.3.1 Uniform Flow
  • For a uniform flow given by , we have
  • Therefore,
  • Where the arbitrary integration constants are
    taken to be zero at the origin.

and
and
24
7.3.1 Uniform Flow
  • This is a simple uniform flow along a single
    direction.

25
Elementary Planar Irrotational FlowsUniform
Stream
  • In Cartesian coordinates
  • Conversion to cylindrical coordinates can be
    achieved using the transformation

Proof with Mathematica
26
7.3.2 Stagnation Flow
  • For a stagnation flow, . Hence,
  • Therefore,

27
7.3.2 Stagnation Flow
  • The flow an incoming far field flow which is
    perpendicular to the wall, and then turn its
    direction near the wall
  • The origin is the stagnation point of the flow.
    The velocity is zero there.

28
7.3.3 Source (Sink)
  • Consider a line source at the origin along the
    z-direction. The fluid flows radially outward
    from (or inward toward) the origin. If m denotes
    the flowrate per unit length, we have
    (source if m is positive and sink if
    negative).
  • Therefore,

29
7.3.3 Source (Sink)
  • The integration leads to
  • Where again the arbitrary integration constants
    are taken to be zero at .

and
30
7.3.3 Source (Sink)
  • A pure radial flow either away from source or
    into a sink
  • A ve m indicates a source, and ve m indicates a
    sink
  • The magnitude of the flow decrease as 1/r
  • z direction into the paper. (change graphics)

31
Elementary Planar Irrotational FlowsLine
Source/Sink
  • Potential and streamfunction are derived by
    observing that volume flow rate across any circle
    is
  • This gives velocity components

32
Elementary Planar Irrotational FlowsLine
Source/Sink
  • Using definition of (Ur, U?)
  • These can be integrated to give ? and ?

Equations are for a source/sink at the origin
Proof with Mathematica
33
7.3.4 Free Vortex
  • Consider the flow circulating around the origin
    with a constant circulation . We have
    where fluid moves counter clockwise if
    is positive and clockwise if negative.
  • Therefore,

34
7.3.4 Free Vortex
  • The integration leads to
  • where again the arbitrary integration constants
    are taken to be zero at

and
35
7.3.4 Free Vortex
  • The potential represents a flow swirling around
    origin with a constant circulation ?.
  • The magnitude of the flow decrease as 1/r.

36
7.4. Superposition of 2-D Potential Flows
  • Because the potential and stream functions
    satisfy the linear Laplace equation, the
    superposition of two potential flow is also a
    potential flow.
  • From this, it is possible to construct potential
    flows of more complex geometry.
  • Source and Sink
  • Doublet
  • Source in Uniform Stream
  • 2-D Rankine Ovals
  • Flows Around a Circular Cylinder

37
7.4.1 Source and Sink
  • Consider a source of m at (-a, 0) and a sink of m
    at (a, 0)
  • For a point P with polar coordinate of (r, ).
    If the polar coordinate from (-a,0) to P is
    and from (a, 0) to P is
  • Then the stream function and potential function
    obtained by superposition are given by

38
7.4.1 Source and Sink
39
7.4.1 Source and Sink
  • Hence,
  • Since
  • We have

40
7.4.1 Source and Sink
  • We have
  • By
  • Therefore,

41
7.4.1 Source and Sink
  • The velocity component are

42
Elementary Planar Irrotational FlowsDoublet
  • A doublet is a combination of a line sink and
    source of equal magnitude
  • Source
  • Sink

43
7.4.1 Source and Sink
44
7.4.2 Doublet
  • The doublet occurs when a source and a sink of
    the same strength are collocated the same
    location, say at the origin.
  • This can be obtained by placing a source at
    (-a,0) and a sink of equal strength at (a,0) and
    then letting a ? 0, and m? , with ma keeping
    constant, say 2amM

45
7.4.2 Doublet
  • For source of m at (-a,0) and sink of m at (a,0)
  • Under these limiting conditions of a?0, m? ,
    we have

46
7.4.2 Doublet
  • Therefore, as a?0 and m? with 2amM
  • The corresponding velocity components are

47
7.4.2 Doublet
48
7.4.3 Source in Uniform Stream
  • Assuming the uniform flow U is in x-direction and
    the source of m at(0,0), the velocity potential
    and stream function of the superposed potential
    flow become

49
7.4.3 Source in Uniform Stream
50
7.4.3 Source in Uniform Stream
  • The velocity components are
  • A stagnation point occurs at
  • Therefore, the streamline passing through the
  • stagnation point when .
  • The maximum height of the curve
    is

51
7.4.3 Source in Uniform Stream
  • For underground flows in an aquifer of constant
    thickness, the flow through porous media are
    potential flows.
  • An injection well at the origin than act as a
    point source and the underground flow can be
    regarded as a uniform flow.

52
7.4.4 2-D Rankine Ovals
  • The 2D Rankine ovals are the results of the
    superposition of equal strength sink and source
    at xa and a with a uniform flow in x-direction.
  • Hence,

53
7.4.4 2-D Rankine Ovals
  • Equivalently,

54
7.4.4 2-D Rankine Ovals
  • The stagnation points occur at
  • where with corresponding .

55
7.4.4 2-D Rankine Ovals
  • The maximum height of the Rankine oval is
  • located at when ,i.e.,
  • which can only be solved numerically.

56
7.4.4 2-D Rankine Ovals
57
7.4.5 Flows Around a Circular Cylinder
  • Steady Cylinder
  • Rotating Cylinder
  • Lift Force

58
7.4.5.1 Steady Cylinder
  • Flow around a steady circular cylinder is the
    limiting case of a Rankine oval when a?0.
  • This becomes the superposition of a uniform
    parallel flow with a doublet in x-direction.
  • Under this limit and with M2a. mconstant,
  • is the radius of the
    cylinder.

59
7.4.5.1 Steady Cylinder
  • The stream function and velocity potential
    become
  • The radial and circumferential velocities are

60
7.4.5.1 Steady Cylinder
ro
61
Examples of Irrotational Flows Formed by
Superposition
  • Flow over a circular cylinder Free stream
    doublet
  • Assume body is ? 0 (r a) ? K Va2

62
Examples of Irrotational Flows Formed by
Superposition
  • Velocity field can be found by differentiating
    streamfunction
  • On the cylinder surface (ra)

Normal velocity (Ur) is zero, Tangential velocity
(U?) is non-zero ?slip condition.
63
Rotating Cylinder
  • The potential flows for a rotating cylinder is
    the free vortex flow. Therefore, the potential
    flow of a uniform parallel flow past a rotating
    cylinder at high Reynolds number is the
    superposition of a uniform parallel flow, a
    doublet and free vortex.
  • Hence, the stream function and the velocity
    potential are given by

64
Rotating Cylinder
  • The radial and circumferential velocities are
    given by

65
Rotating Cylinder
  • The stagnation points occur at
  • From

66
Rotating Cylinder
67
Rotating Cylinder
68
Rotating Cylinder
  • The stagnation points occur at
  • Case 1
  • Case 2
  • Case 3

69
Rotating Cylinder
  • Case 1

70
Rotating Cylinder
  • Case 2
  • The two stagnation points merge to one at
    cylinder surface where .

71
Rotating Cylinder
  • Case 3
  • The stagnation point occurs outside the cylinder
  • when where . The condition
    of
  • leads to
  • Therefore, as , we have

72
Rotating Cylinder
  • Case 3

73
Lift Force
  • The force per unit length of cylinder due to
    pressure on the cylinder surface can be obtained
    by integrating the surface pressure around the
    cylinder.
  • The tangential velocity along the cylinder
    surface is obtained by letting rro,

74
Lift Force
  • The surface pressure as obtained from
    Bernoulli equation is
  • where is the pressure at far away from the
    cylinder.

75
Lift Force
  • Hence,
  • The force due to pressure in x and y directions
    are then obtained by

76
Lift Force
  • The lift on rotating bodies is called the Magnus
    effect.
  • the lift force is due to the circulation around
    the body.
  • An airfoil without rotation can develop a
    circulation around the airfoil when Kutta
    condition is satisfied at the rear tip of the
    airfoil.
  • Therefore, The tangential velocity along the
    cylinder surface is obtained by letting rro
  • This forms the base of aerodynamic theory of
    airplane.
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