high reynolds number flows

20
CDEEP IIT Bombay CI= 223 I_ 2S/Slide HIGH REYNOLDS NUMBER FLOWS The other limiting approximation is for laminar flows where the viscous forces are relatively very small compared to the inertia forces- the laminar boundary layer However, the entire viscous terms cannot be dropped in the N-S equations If viscous terms are ignored, the order of the differential equation changes from two to one

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Page 1: HIGH REYNOLDS NUMBER FLOWS

CDEEP IIT Bombay

CI= 223 I_ 2S/Slide

HIGH REYNOLDS NUMBER FLOWS

• The other limiting approximation is for laminar

flows where the viscous forces are relatively very

small compared to the inertia forces- the laminar boundary

layer

• However, the entire viscous terms cannot be dropped in the

N-S equations

• If viscous terms are ignored, the order of the differential

equation changes from two to one

Page 2: HIGH REYNOLDS NUMBER FLOWS

HIGH REYNOLDS NUMBER FLOWS (Cont...) CDEEP

• The solution can only satisfy one boundary IIT Bombay

CE 223 L251/Slicte_a,_

condition, the normal velocity component is zero

• The solution is not complete as the no-slip condition cannot

be satisfied

• On the other hand, the limiting condition that the viscous

effects are very small should be applied after integration

• This is the essence of Prandtl's boundary layer theory

Page 3: HIGH REYNOLDS NUMBER FLOWS

CDEEP IIT Bombay

CE 223 L 1,7/SlicleAk 3

CREEPING MOTION

Stokes Solution-

• The solution deals with creeping motion past a spherical

body of diameter D

• The body force is ignored and the variation of the

hydrostatic pressure is negligible because of the exceedingly

small size of the object

• By dropping the inertia terms, the x-component of the N-S

equations gets simplified

• The three equations for creeping motion can be expressed

as Vp = tiV2 q where, q is the velocity vector

Page 4: HIGH REYNOLDS NUMBER FLOWS

CREEPING MOTION (Cont...) CDEEP

• The density of the fluid does not appear in the IIT Bombay

CE 223 L2E/SI de,41-?4 simplified governing equations

• The above equation was solved analytically making use of

the boundary conditions that the normal and the tangential

velocities are zero on the surface of the sphere

• The governing equations show that the pressure forces in

the flow are large enough to balance the viscous forces on

the right side

Page 5: HIGH REYNOLDS NUMBER FLOWS

CDEEP IIT Bombay

CE 223 L255iSiideS1

CREEPING MOTION (Cont...)

• From Stokes solution, the viscous drag and the

pressure drag were evaluated as

(FD ) VIS = 2n pVD

And, ( FD)pressure = n pVD

• The total drag force on the sphere,

FD = 2n pVD + n pVD = 3n pVD

• The coefficient of drag is defined as

CD 1

pV 2 A

ED

Page 6: HIGH REYNOLDS NUMBER FLOWS

CREEPING MOTION (Cont...)

• Therefore, for the creeping flow CDEEP

IIT Bombay

CE 223 LIE/Slidetg

= 37r p

/R i

7 D _ 24/2 _ 24

MP G92 ) P VD Re

• The above expression agrees very well with the

experimental values at low Reynolds number, R e < 1.

• When a spherical particle has a density greater than the

column of fluid in which it falls, it settles with a certain

velocity V

• The forces that act are the weight of the particle, the

buoyancy force and the drag

CD

Page 7: HIGH REYNOLDS NUMBER FLOWS

CDEEP IIT Bombay

CE 223 L!Sltde 4a7

STOKES LAW (Cont...)

• The weight of the particle acts downward while the

buoyancy and the drag forces act upward

FA (b )

Fld) F(d)

F(g)

Forces on the sphere

Page 8: HIGH REYNOLDS NUMBER FLOWS

STOKES LAW (Cont...) CDEEP

IIT Bombay

CL 223 L 26 /side 54-se the terminal velocity, Vt

• The terminal velocity is attained when there is a balance

between the upward and the downward forces

• One can write

TrD 3 rrD 3

6

Ys = 6 yr +

• Therefore, the terminal velocity of fall

V D2(Ps Pf )9

t— 18#

• The particle settles at a constant velocity known as

Page 9: HIGH REYNOLDS NUMBER FLOWS

STOKES LAW (Cont...) CDEEP

IIT Bombay

CE 223 L25/Slide_.1.2,

settling basins, silting of reservoirs, finding the time

of settlement of dust particles from volcanic eruptions, etc.

• The settling velocity is useful in the design of

Page 10: HIGH REYNOLDS NUMBER FLOWS

STOKES LAW (Cont...)

• For dust particles settling in air, the unit weight of CDEEP

IIT Bombay

CE 223 L25:/Slide .01510 air being negligible compared to that of the solid

particle, any change in the air density with height would not

affect the terminal velocity

• Thus for a given size of the particle the settling velocity

primarily depends on the viscosity

• If the variation in the viscosity with height is not significant,

one may assume the settling velocity to be uniform over the

entire height of fall

Page 11: HIGH REYNOLDS NUMBER FLOWS

HELE-SHAW MODEL COEEP

IIT Bombay

CF. 223 L251./Slitie_141)

• This is a case where analogy between potential flow and

viscous fluid motion exists

• The justification for such analogy can be worked out

based on the creeping motion solution

• Experiment enables to observe the streamline pattern

around any shape of the body which represent the

potential flow field

Page 12: HIGH REYNOLDS NUMBER FLOWS

HELE-SHAW MODEL (Contd.) CDEEP

IIT Bombay

• The contour of interest of the body is

CF 223 LIS/Slide _Pia

sandwiched between two parallel glass plates having a

very small gap thickness

• Dye is injected at the upstream end of the tray though

discrete points and the colored lines trace out he stream

lines

• Flow visualization is helpful for complicated shapes of

obstructions for which analytical solutions cannot be

obtained easily

• The steak lines show the mean flow pattern in the plane

of the parallel plates

Page 13: HIGH REYNOLDS NUMBER FLOWS

HELE-SHAW MODEL (Contd.) CDEEP

IIT Bombay

CE 223 L25./Slide Ate/3

• Let x and y represent the plane midway between

the two plates and h be the height of the gap

• The velocity component w in the vertical direction does not

exist

• Since it is creeping motion, the internal terms may be

dropped from the left side of the N-S equation

Page 14: HIGH REYNOLDS NUMBER FLOWS

a2 v a2 v =

a2 v)

(

r - ax2 ay 2 az 2 And, ap ay

HELE-SHAW MODEL (Contd.)

• The simplified governing equation of the motion

will be:

CDEEP IIT Bombay

CE 22:3 l 261Shdea4

ap = ax

a 2 i, a 2 i, (

821

—+ + ax2 ay 2 az 2

• As the gap thickness is exceedingly small, the gradients in

the z-direction are far bigger than the velocity gradients in

the x and y direction

Page 15: HIGH REYNOLDS NUMBER FLOWS

HELE-SHAW MODEL (Contd.)

• The above equation can be simplified as CDEEP

lIT Bombay

CE 223 L2E/Slide jg"-/‘

op = ( a2z 2u

; Boundary conditions, z= ± h/2, u = 0 ax

Op — = 021 ay az 2

; Boundary conditions, z= ± h/2, v = 0

• The continuity equation to be satisfied is

au+ = ax dy

Page 16: HIGH REYNOLDS NUMBER FLOWS

HELE-SHAW MODEL (Contd.) CDEEP

IIT Bombay

CE 223 L 2 61side I6

...c..........„---_-_,„

----- "-------t---T eir

He le-Shaw Apparatus

Page 17: HIGH REYNOLDS NUMBER FLOWS

HELE-SHAW MODEL (Contd.) CDEEP

IIT Bombay

CI- 223 t 2i Slide 2e017 • The above equation can be solved independently

for the two velocity components u and v

• The governing equations and the boundary conditions are

identical to the case of plane Poiseuille flow

• The distribution of u and v with respect to z will be parabolic

in nature and the flow is rotational

Page 18: HIGH REYNOLDS NUMBER FLOWS

HELE-SHAW MODEL (Contd.) CDEEP

IIT Bombay

,.. CE 223 LZWSlicies2d7se

• The relationship between the average velocity and

the pressure gradient can be expressed as

2 __hltiny = 12pax h— (—) Ox 12p

1 ap 2 1-1av

= — —12p

—ay n = i ph 2

ay 12//

Page 19: HIGH REYNOLDS NUMBER FLOWS

HELE-SHAW MODEL (Contd.) CDEEP

IIT Bombay

CE 223 leciSlidea, 7C1 • The rotation about the z-axis in terms of the

average velocities can be written as

1 (au m , (him) ) 1 ( 82 (ph2 32 ph2 _) ( = 0 = —2 ay ax 2 k ayax izie axay C up)}

• Since u and v satisfy the continuity equation at every point,

their averages too will satisfy the continuity equations

a u a v a va v — = 0 ax ay

Page 20: HIGH REYNOLDS NUMBER FLOWS

HELE-SHAW MODEL (Contd.) CDEEP

IIT Bombay

CE 223 LI-5/Sltdea 20

• Thus, the average velocities satisfy the basic

requirements of a potential flow

• The fact remains that the distribution of the velocities u and

v within the gap is parabolic and the flow is rotational

• In the experiment the average motion is seen as the streak

lines, which also represent the streamlines of a potential

flow around the object of interest