Title: Flow over immersed bodies.
1Lecture 7
- Flow over immersed bodies.
- Boundary layer. Analysis of inviscid flow.
2Flow over immersed bodies
- flow classification 2D, axisymmetric, 3D
- bodies streamlined and blunt
Shuttle landing examples of various body types
3Lift and Drag
- shear stress and pressure integrated over the
surface of a body create force - drag force component in the direction of
upstream velocity - lift force normal to upstream velocity (might
have 2 components in general case)
4Flow past an object
- Dimensionless numbers involved
- for external flow Regt100 dominated by inertia,
Relt1 by viscosity
5Flow past an object
Character of the steady, viscous flow past a
circular cylinder (a) low Reynolds number flow,
(b) moderate Reynolds number flow, (c) large
Reynolds number flow.
6Boundary layer characteristics
- for large enough Reynolds number flow can be
divided into boundary region where viscous effect
are important and outside region where liquid can
be treated as inviscid
7Laminar/Turbulent transition
- Near the leading edge of a flat plate, the
boundary layer flow is laminar. - f the plate is long enough, the flow becomes
turbulent, with random, irregular mixing. A
similar phenomenon occurs at the interface of two
fluids moving with different speeds.
8Boundary layer characteristics
Boundary layer displacement thickness
Boundary layer momentum thickness (defined in
terms of momentum flux)
9Prandtl/Blasius boundary layer solution
Lets consider flow over large thin plate
10Prandtl/Blasius boundary layer solution
- as dimensionless velocity profile should be
similar regardless of location
- dimensionless similarity variable
11Drag on a flat plate
- Drag on a flat plate is related to the momentum
deficit within the boundary layer
- Drag and shear stress can be calculated just by
assuming some velocity profile in the boundary
layer
12Transition from Laminar to Turbulent flow
- The boundary layer will become turbulent if a
plate is long enough
turbulent profiles are flatter and produce larger
boundary layer
13Inviscid flow
- no shearing stress in inviscid flow, so
- equation of motion is reduced to Euler equations
14Bernoulli equation
- lets write Euler equation for a steady flow
along a streamline
- now we multiply it by ds along the streamline
15Irrotational Flow
- Analysis of inviscide flow can be further
simplified if we assume if the flow is
irrotational
- Example uniform flow in x-direction
16Bernoulli equation for irrotational flow
always 0, not only along a stream line
- Thus, Bernoulli equation can be applied between
any two points in the flow field
17Velocity potential
- equations for irrotational flow will be satisfied
automatically if we introduce a scalar function
called velocity potential such that
- As for incompressible flow conservation of mass
leads to
Laplace equation
18Some basic potential flows
- As Laplace equation is a linear one, the
solutions can be added to each other producing
another solution - stream lines (yconst) and equipotential lines
(fconst) are mutually perpendicular
Both f and y satisfy Laplaces equation
19Uniform flow
- constant velocity, all stream lines are straight
and parallel
20Source and Sink
- Lets consider fluid flowing radially outward
from a line through the origin perpendicular to
x-y planefrom mass conservation
21Vortex
- now we consider situation when ther stream lines
are concentric circles i.e. we interchange
potential and stream functions
- in case of vortex the circulation is zero along
any contour except ones enclosing origin
22Shape of a free vortex
at the free surface p0
23Doublet
- lets consider the equal strength, source-sink
pair
if the source and sink are close to each other
K strength of a doublet
24Summary
25Superposition of basic flows
- basic potential flows can be combined to form new
potentials and stream functions. This technique
is called the method of superpositions
- superposition of source and uniform flow
26Superposition of basic flows
- Streamlines created by injecting dye in steadily
flowing water show a uniform flow. Source flow is
created by injecting water through a small hole.
It is observed that for this combination the
streamline passing through the stagnation point
could be replaced by a solid boundary which
resembles a streamlined body in a uniform flow.
The body is open at the downstream end and is
thus called a halfbody.
27Rankine Ovals
- a closed body can be modeled as a combination of
a uniform flow and source and a sink of equal
strength
28Flow around circular cylinder
- when the distance between source and sink
approaches 0, shape of Rankine oval approaches a
circular shape
29Potential flows
- Flow fields for which an incompressible fluid is
assumed to be frictionless and the motion to be
irrotational are commonly referred to as
potential flows. - Paradoxically, potential flows can be simulated
by a slowly moving, viscous flow between closely
spaced parallel plates. For such a system, dye
injected upstream reveals an approximate
potential flow pattern around a streamlined
airfoil shape. Similarly, the potential flow
pattern around a bluff body is shown. Even at the
rear of the bluff body the streamlines closely
follow the body shape. Generally, however, the
flow would separate at the rear of the body, an
important phenomenon not accounted for with
potential theory.
30Effect of pressure gradient
- dAlemberts paradox drug on an object in
inviscid liquid is zero, but not zero in any
viscous liquid even with vanishingly small
viscosity
inviscid flow
viscous flow
31Effect of pressure gradient
- At high Reynolds numbers, non-streamlined (blunt)
objects have wide, low speed wake regions behind
them. - As shown in a computational fluid dynamics
simulation, the streamlines for flow past a
rectangular block cannot follow the contour of
the block. The flow separates at the corners and
forms a wide wake. A similar phenomenon occurs
for flow past other blunt objects, including
bushes. The low velocity wind in the wake region
behind the bushes allows the snow to settle out
of the air. The result is a large snowdrift
behind the object. This is the principle upon
which snow fences are designed
32Drag on a flat plate
Drag coefficient diagram
33Drag dependence
- Low Reynolds numbers Relt1
34Drag dependence
- Moderate Reynolds numbers. Drag coefficient on
flat plate Re-½ on blunt bodies relatively
constant (and decreases as turbulent layer can
travel further along the surface resulting in a
thinner wake
35Examples
36Examples
- The drag coefficient for an object can be
strongly dependent on the shape of the object. A
slight change in shape may produce a considerable
change in drag.
37Problems
- 6.60. An ideal fluid flows past an infinitely
long semicircular hump. Far from hump flow is
uniform and pressure is p0. Find maximum and
minimum pressure along the hump. If the solid
surface is y0 streamline, find the equation for
the streamline passing through Qp/2, r2a.
- 9.2. The average pressure and shear stress acting
on the surface of 1 m-square plate are as
indicated. Determine the lift and drag generated.
- 9.12. Water flows past a flat plate with an
upstream velocity of U0.02 m/s. Determine the
water velocity 10mm from a plate at distances
1.5mm and 15m from the leading edge.