4. Instability of boundary layers.ppt

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Instability of boundary layers

Contents:

1. Boundary layers

2. Normal mode spectrum

3. Continuous spectrum

4. Effect of the boundary layer growth

5. F.X. Wortmann and M. Strunz experiment

6. Further reading

1

Approximate solutions of the stationary

NS-equations for boundary layers

The solutions depend on both x and y, but by a coordinate transformation the dependence on x can be eliminated leading to the so-called self-similar forms of the solutions.

wedge flows

Falkner-Skan (Hartree) profiles

Blasius profile

U(x,y)

Falkner-Skan

(Stewartson) profiles

2

Laminar boundary layer over a wedge

In contrast to the flow along the flat plate at zero angle of attack, pressure gradieent dp(x)/dx in this case is a constant, rather than zero. Then the governing equation is: nonlinear f ' ' '

 ff ' '

 

H

1

 f '

2

0 ,

Hartree parameter equation with boundary conditions f ( 0 )

 f ' ( 0 )

0 , f ' (

)

1 ,

While the free stream velocity depends on x as:

U fs

( x )

U

0

 x

 x

0

2

H

H

, so that

U ( x ,

)

U

0 f ' (

)

 x

 x

0

 

2

H

H

Because of the exponent, the constant m is used sometimes instead of m

2

H

H

H

:

• only one solution exists at 

H

≥ 0 (accelerated boundary layer)

• two solutions exist at -0.199< 

H

< 0 (pre- or post-separation profiles)

• zero, one, two or infinite number of solutions exist at 0.199<

H

(near-wall jets)

Hartree solution

  m

1

2

U

 x y

2

2

 

U

 x y two solutions at

H

=-0.13

Stewartson solution

3

Normal mode spectrum

temporal w r

/a

=1 spatial downstream propagating badly resolved modes w/a r

=0 w/a r

=1 w/a r

=0 upstream propagating

4

Continuous spectrum

Least-stable discrete mode discrete modes well resolved

Continuous spectrum standing waves

(only for instability in space propagates slowly propagate with free stream velocity

5

A note on the Reynolds number

d

The boundary layer approximation is not valid at flat plate leading edge

6

Effect of the boundary layer growth

U(x,y)

   a r

=const

a i

=const

Re d

*

= w

=2 p f

U

0 d

* /

 d

* /U

0 changes downstream!

Dimensional frequency, however, does not change downstream.

neutral curve

F =const

F= w

/Re=2 p f

/U

0

2 is independent of dimensionless and does not change downstream

7

F.X. Wortmann and M. Strunz experiment

TS-wave generated by means of oscillating strip

Injection of tracers

8

Tinting method of flow visualization

Photograph (see below) of wave-like streak lines in a water channel obtained with the aid of the flow tinting method by

F.X. Wortmann; disturbance was created artificially by an oscillating strip (3 × 800 × 0.03 mm ).

Two-dimensional waves are observed at right part of the pattern; the rolling up of streak lines downstream is a consequence of the instability of the perturbation waves.

9

Linear evolution of the Tollmien-Schlichting

(TS) wave in a laminar boundary layer

10

2D TS-wave visualization in water tunnel by flow tinting method

Click to play

11

Distortion of the instantaneous velocity profiles caused by the 2D TS-wave downstream evolution at x = 0 mm

Click to play

12

Distortion of the instantaneous velocity profiles caused by the 2D TS-wave downstream evolution at x = 35 mm

Click to play

13

Distortion of the mean velocity profile caused by the TS-wave downstream evolution

This figure is taken from Schlichting, H. and Gersten, K. (2000). Boundary layer theory

(Sth ed.). Berlin Heidelberg New York: Springer.

Patterns of streamlines and velocity distribution for a neutral disturbance in the boundary layer on a flat plate at zero incidence.

U(y)

– mean flow; U(y)+u’(x,y,t) – disturbed velocity distribution; U

Reynolds number; l

= 40 d

1

- disturbance wave length; c r

= 0.35 U

 d

1

/

= 893

– waves velocity propagation;

∫  u’ 2 dy = 0.172 U

∞ d

- disturbances intensity (calculations by Schlichting).

14

Further reading

• Schlichting H.

(2000) The boundary layer theory,

Springer.

Drazin P. G. and Reid W. H.

(1981) Hydrodynamic

Stability, Cambridge University Press, p. 1‒14.

Schmid P.J. and Henningson D.S

. (2000) Stability and transition in shear flows, Springer, pp. 1‒60.

15

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