Transcript Physics 9

Physics
Chapter 9:
Fluid Mechanics
Fluids
Fluids
Definition - Materials that Flow
Liquids
Definite Volume
Non-Compressible
Gasses
No Definite Volume
Compressible
Fluids
Mass Density
Mass / Unit Volume
Symbol
r (rho)
m = mass (kg)
V = volume (m3)
m
r
V
Fluids
Mass Density
Density of Water (@ 40C)
1.0 g/cm3 = 1.0 g/cc = 1.0 g/mL
1.0L = 1x10-3 m3
3
1.0 g / mL  1kg / L  1kg / 10 m
3
1x10 kg / m
3
3
Fluids
Mass Density
Density of Other Materials
Page 319
Table 9-1
Gasses
Liquids
Solids
Fluids
Archimedes’ Principle
Any Fluid Applies a Buoyant Force to an
Object that is partially or Completely
Immersed in it; The Magnitude of the
Buoyant Force Equals the Weight of the
Fluid that the Object Displaces.
Fbuoyant  W fluid
Fluids
Archimedes’ Principle
Apparent Weight
The Weight of an Object You “Feel”
The Net Force Acting on a Submerged or
Partially Submerged Object
Wapparent  Fg  Fbuoyant
Fluids
Archimedes’ Principle
Fbuoyant  Wdisplacedfluid  m fluid g
m fluid  rV
Fbuoyant  r fluidVg
Fluids
Archimedes’ Principle
If Fg > Fbuoyant the Object Will Sink
If Fg < Fbuoyant the Object Will Float
If Fg = Fbuoyant the Object Will be
Neutrally Buoyant
Fbuoyant  rVg
Fluids
Archimedes’ Principle
For a Floating Object the Buoyant Force
is Equal to the Weight of the Object
Fbuoyant  mobject g  Wobject
Fbuoyant  Wdisplacedfluid  m fluid g  rgV  mobject g
Fbuoyant  r fluid gV  r object gV  Fg
Fluids
Archimedes’ Principle
Fbuoyant  r fluid gV  r object gV  Fg
Object Volume and Gravity are Constant
r object
Fg

r fluid Fbuoyant
Fluids
Pressure
Force Acting Perpendicular to a
Surface Divided by the Area of the
Surface
Units – N/m2 = Pascal (Pa)
F
P
A
Fluids
Pressure
Pascal
1Pa = 1N/m2
Very Small Quantity
F
P
A
ATM
1.013x105 Pa = 1.013 bar = 14.70 lb/in2
Fluids
Pascal’s Principle
Any Change in the Pressure Applied to a
Completely Enclosed Fluid Is Transmitted
Undiminished to All Parts of the Fluid and the
Enclosing Walls.
P1  P2
F1 F2

A1 A2
Fluids
Pascal’s Principle
F1 F2

A1 A2
A2
F2  F1
A1
Fluids
Pressure and Depth
Fluid, at a Given Depth, has Pressure Applied
to It by the Fluid Above It
F
P
A
Fluids
Pressure and Depth
F mg rgV rgAh
P 


 rgh
A
A
A
A
P2  P1  rgh
Fluids
Pressure and Depth
F1   P1 A
F2  P2 A
Fluids
Pressure and Depth
F2  F1
F2  F1  mg
Fluids
Pressure and Depth
Pnet  P2  P1  rhg
Fnet  Pnet A  rVg  m fluid g
Fluids
Pressure and Depth
Air is a Fluid
Atmospheric Pressure Works by the
Same Principles
Fluids
Problem
Neutron stars consist only of neutrons and
have very high densities. A typical mass and
radius of a neutron star is 2.7x1028kg and
1.2x103m. What is the density of this star?
Fluids
Solution
m =
r = 1.2x103m
2.7x1028kg
4 3
V  r
3
m
m
3m
3(2.7 x10 28 kg)
18
3
r 



3
.
73
x
10
kg
/
m
V 4 r 3 4r 3 4 (1.2 x103 m)3
3
Fluids
Problem
A paperweight weighs 6.9N in air, but when
immersed in water weighs 4.3N. What is the
volume of the paperweight?
Fluids
Wapparent  Fnet  Fbuoyant  Fg
Solution
W = 6.9N
Wapparent = 4.3N
Wapparent  Fbuoyant  Fg
Fbuoyant  Fg  Wapparent  rVg
V
Fg  Wapparent
rg
6.9 N  4.3N
4 3

 2.7 x10 m
3
3
2
(1x10 kg / m )(9.81m / s )
Fluids
Problem
In a car lift the output plunger has a radius of
9.0cm. The weight of the plunger and the car is
21,600N. What is the gage pressure of the
hydraulic oil used in operating the lift?
Fluids
Solution
F
P
A
F =
r = 9.0cm = 0.09m
2.16x104N
4
F
2.16 x10 N
5
P 2 

8
.
5
x
10
Pa
2
r
 (0.09m)
Fluids
Problem
A dentist chair with a patient in it weighs
2100N. The output plunger of a hydraulic
system begins to lift the chair when the
dentist’s foot applies a force of 55N to the input
piston. Neglect any height difference between
the plunger and the piston. What is the ratio of
the radius of the plunger to the radius of the
piston?
Fluids
Solution
F1 = 55N
F2 = 2100N
A2
F2  F1
A1
 r22 F2   r22 F2 
 2     2  
F1   r1
F1 
 r1
r
F2   r2
2100 N
     
r
r
F
55 N
1 

 1
2
2
2
1

  6.2


Fluids
Problem
A spring (k=1600N/m) is
attached to the input piston
of a hydraulic chamber and
a rock with a mass of 40.0kg
rests on the output plunger.
The piston and the plunger
are nearly at the same height
and each has negligible
mass. By how much is the
spring compressed from its
unstrained position?
Fluids
Solution
k = 1.6x103N/m
A2 = 15cm2
A1 = 65cm2
 A2 
mr = 40.0kg
F1    kx
 A1 
A2
F2  F1
A1
F2  kx
 A2 
mg   kx
 A1 
mg  A2  (40.0kg)(9.8m / s 2 )  15cm2 
2
  


x

5
.
7
x
10
m
3
2 

k  A1 
1.6 x10 N / m  65cm 
Fluids
Homework
Pages 343 – 344
Problems
8 (a, 6.3x103kg/m3 b, 9.2x102kg/m3)
16 (1.9x104N)
18 (14N Downward)
19 (a, 2.6x106Pa b, 1.8x105N)
Fluids
Fluids in Motion
Fluid Flow
Laminar Flow (Streamline Flow)
Constant Flow of Fluid Particles
All Particles have Same Velocity
Turbulent Flow
Velocity Changes with Time
Due to Obstructions or Openings
Fluids
Fluids in Motion
Fluid Flow
Turbulent Flow
Direction of Flow
Eddy Currents
Fluids
Fluids in Motion
Fluid Flow
Compressible
Gasses
Incompressible
Liquids
Some Gasses Under Specific Circumstances
Fluids
Fluids in Motion
Viscosity (Resistance to Flow)
Viscous
Inefficient Use of Energy
Non-viscous
Efficient Use of Energy
Fluids
Fluids in Motion
Fluid Flow
Ideal Fluid
Incompressible Fluid with Zero Viscosity
Fluids
Fluids in Motion
Equation of Continuity
Initial Flow Rate = Final Flow Rate
m1  m2
Fluids
Fluids in Motion
Equation of Continuity
Mass Flow Rate
m  rV
V  Ax
r1 A1v1t  r2 A2v2t
x  vt
Fluids
Fluids in Motion
Equation of Continuity
Mass Flow Rate
r1 A1v1t  r2 A2v2t
Assuming Same Density and Time
A1v1  A2v2
Fluids
Fluids in Motion
A1v1  A2v2
Fluids
Fluids in Motion
Bernoulli’s Principle
The Pressure in a Fluid Decreases as
the Fluid’s Velocity Increases
Fluids
Bernoulli’s Equation
Pressure Drops with Decreased Area
Fluids
Bernoulli’s Equation
Pressure Drops with Increased Height
Fluids
Bernoulli’s Equation
In the steady flow of a nonviscous,
incompressible fluid of density r, the pressure
P, the fluid speed v, and the elevation y at any
two points are related.
1 2
P  rv  rvh  constant
2
Fluids
Bernoulli’s Equation
1 2
1 2
P1  rv1  rvh1  P2  rv2  rvh2
2
2
For Static Fluids
P2  P1  rgh
Fluids
Bernoulli’s Equation
For Moving Fluids with No Change in
Elevation
1 2
1 2
P1  rv1  P2  rv2
2
2
Fluids
Fluids in Motion
1 2
1 2
P1  rv1  rvh1  P2  rv2  rvh2
2
2
A1v1  A2v2
Fluids
Gasses
The Ideal Gas Law
Pressure
Volume
Number of Particles
Boltzmann’s Constant (kB) = 1.38x10-23J/K
Temperature (in Kelvin)
PV  nkBT
Fluids
Gasses
The Ideal Gas Law
PV  nkBT
If Number of Particles is Constant
P1V1 P2V2

T1
T2
Fluids
Problem
A dump truck traveling at 27m/s has its load
covered by a tarp. By how much does the
pressure inside the cargo area beneath the tarp
exceed the outside pressure?
Fluids
Solution
 rair = 1.29kg/m3
v1 = 0m/s
v2 = 27m/s
1 2
1 2
P1  rv1  P2  rv2
2
2

1
2
2
P1  P2  r v2  v1
2

1
2
3
P1  P2  (1.29kg / m )27m / s   470 Pa
2
Fluids
Problem
Laura can fill a bucket from a water hose in
30.0s. If she covers up part of the hose’s
opening with her thumb the velocity of the
water doubles. How long will it take Laura to
fill the bucket now?
Fluids
Solution
t1 = 30.0s
v2 = 2v1
r1 A1v1t  r2 A2v2t
A1v1t1  A2v2t2
1
A1v1t1  A2 2v1t 2
2
t1  t2
Fluids
Problem
The water supply of a building is fed through a
main pipe that is 6.0cm in diameter. A 2.0cm
diameter faucet tap is positioned 2.00m above
the main pipe and can fill a 2.5x10-2m3
container in 30.0s. What is the velocity that the
water leaves the faucet?
Fluids
Solution
r1 = 3.0cm
r2 = 1.0cm
h2-h1 = 2.00m
r = 1000kg/m3
t = 30.0s
V = 0.025m3
Flow Rate  A2v2
V
 A2 v2
t
V
V
v2 
 2
A2t r2 t
3
0.025m
v2 
 2.7m / s
2
 (0.01m) (30.0s)
Fluids
Problem
The water supply of a building is fed through a
main pipe that is 6.0cm in diameter. A 2.0cm
diameter faucet tap is positioned 2.00m above
the main pipe and can fill a 2.5x10-2m3
container in 30.0s. What is the gage pressure in
the main pipe (difference in pressure)?
Fluids
Solution
r1 = 3.0cm
r2 = 1.0cm
h2-h1 = 2.00m
r = 1000kg/m3
t = 30.0s
V = 0.025m3
v2 = 2.7m/s
A1v1  A2v2
A2 v2
v1 
 0.3m / s
A1
1 2
1 2
P1  rv1  rvh1  P2  rv2  rvh2
2
2
1 2 1 2

P1  P2  r  v2  v1  g h2  h1 
2
2

P1  P2  2.32 x10 Pa
4
Fluids
Problem
The pressure on an ideal gas is cut in half,
resulting in a decrease in temperature to ¾ of
the original value. What is the ratio of the final
volume to the original volume of the gas?
Fluids
Solution
P2 = ½ P1
T2 = ¾ T1
P1V1 P2V2

T1
T2
V2 P1T2

V1 T1 P2
3 
P1  T1 
V2
4  6


  1.5
V1
1  4
T1  P1 
2 
Fluids
Homework
Page 344 - 345
Problems
24 (12.6m/s)
29 (474K)
30 (21.3K)