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Elementary Mechanics of Fluids
CE 319 F
Daene McKinney
Viscosity
Some Simple Flows• Flow between a fixed and a moving plate
Fluid in contact with the plate has the same velocity as the plate
u = x-direction component of velocity
u=VMoving plate
Fixed plate
y
x
V
u=0
B yB
Vyu )( Fluid
Some Simple Flows
• Flow through a long, straight pipeFluid in contact with the pipe wall has the same velocity as the wall
u = x-direction component of velocity
rx
R
21)(
R
rVru
VFluid
Fluid Deformation
• Flow between a fixed and a moving plate
• Force causes plate to move with velocity V and the fluid deforms continuously.
u=VMoving plate
Fixed plate
y
xu=0
Fluid
t0 t1 t2
u=V+VMoving plate
Fixed plate
y
x
u=V
Fluid
Fluid Deformation
t t+t
x
y
L
t Shear stress on the plate is proportional
to deformation rate of the fluid
V
Lt
y
L
y
V
t
y
V
Shear in Different Fluids
• Shear-stress relations for different typesof fluids
• Newtonian fluids: linear relationship
• Slope of line (coefficient of proportionality) is “viscosity”
dy
dV
dy
dV
Viscosity
• Newton’s Law of Viscosity
• Viscosity
• Units
• Water (@ 20oC)– = 1x10-3 N-s/m2
• Air (@ 20oC)– = 1.8x10-5 N-s/m2
• Kinematic viscosity
dydV /
2
2
//
/
m
sN
msm
mN
V
V+dv
dy
dV
Flow between 2 plates
u=VMoving plate
Fixed plate
y
x
V
u=0
B yB
Vyu )( Fluid Force acting
ON the plate
21
21
222111
AA
FAAF
221
1 dy
du
dy
du
Thus, slope of velocity profile is constant and velocity profile is a st. line
Force is same on topand bottom
Flow between 2 plates
u=VMoving plate
Fixed plate
y
x
V
u=0
B yB
Vyu )(
B
V
dy
du Shear stress anywherebetween plates
Shearon fluid
mB
smV
CSAEmsN o
02.0
/3
)38@30(/1.0 2
2
2
/15
)02.0
/3)(/1.0(
mN
m
smmsN
Flow between 2 plates
• 2 different coordinate systems
rx
B
21)(
B
rVru
Vy
x yByCyu )(
Example: Journal Bearing
• Given– Rotation rate, = 1500 rpm
– d = 6 cm
– l = 40 cm
– D = 6.02 cm
– SGoil = 0.88
– oil = 0.003 m2/s
• Find: Torque and Power required to turn the bearing at the indicated speed.
Example: cont.
• Assume: Linear velocity profile in oil film
2/1242/)0002.0(
)2/06.0(1500*60
2
)003.0*998*88.0(
2/)(
)2/( StressShear
mkN
dD
d
dy
dV
mN
dl
dM
2812
06.0)4.0*
2
06.0*000,124*2(
2)
22(Torque
kWsmNMP 1.44/100,441.157*281Power
Example: Rotating Disk
• Assume linear velocity profile: dV/dy=V/y=r/y
• Find shear stress