Download - Chapter 11 Powerpoint
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Chapter 11
Fluids
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11.1 Mass Density
DEFINITION OF MASS DENSITY
V
m
SI Unit of Mass Density: kg/m3
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11.1 Mass Density
Page 322
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11.1 Mass Density
Example 1 Blood as a Fraction of Body Weight
The body of a man whose weight is 690 N contains about5.2x10-3 m3 of blood.
(a) Find the blood’s weight and (b) express it as a percentage of the body weight.
kg 5.5mkg1060m102.5 333 Vm
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11.1 Mass Density
N 54sm80.9kg 5.5 2 mgW(a)
(b) %8.7%100N 690
N 54Percentage
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11.2 Pressure
A
FP
SI Unit of Pressure: 1 N/m2 = 1Pa
Pascal
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11.2 Pressure
Example 2 The Force on a Swimmer
Suppose the pressure acting on the backof a swimmer’s hand is 1.2x105 Pa. Thesurface area of the back of the hand is 8.4x10-3m2.
(a)Determine the magnitude of the forcethat acts on it.(b) Discuss the direction of the force.
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11.2 Pressure
A
FP
N 100.1
m104.8mN102.13
2325
PAF
Since the water pushes perpendicularly against the back of the hand, the forceis directed downward in the drawing.
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11.2 Pressure
Atmospheric Pressure at Sea Level: 1.013x105 Pa = 1 atmosphere
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11.3 Pressure and Depth in a Static Fluid
012 mgAPAPFy
mgAPAP 12
Vm
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11.3 Pressure and Depth in a Static Fluid
VgAPAP 12
AhV
AhgAPAP 12
hgPP 12
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11.3 Pressure and Depth in a Static Fluid
Conceptual Example 3 The Hoover Dam
Lake Mead is the largest wholly artificial reservoir in the United States. The waterin the reservoir backs up behind the damfor a considerable distance (120 miles).
Suppose that all the water in Lake Meadwere removed except a relatively narrowvertical column.
Would the Hoover Dam still be neededto contain the water, or could a much lessmassive structure do the job?
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11.3 Pressure and Depth in a Static Fluid
Example 4 The Swimming Hole
Points A and B are located a distance of 5.50 m beneath the surface of the water. Find the pressure at each of these two locations.
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11.3 Pressure and Depth in a Static Fluid
Pa 1055.1
m 50.5sm80.9mkg1000.1Pa 1001.15
233
pressure catmospheri
52
P
ghPP 12
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11.4 Pressure Gauges
ghPP 12
ghPatm
atm 1 mm 760m 760.0
sm80.9mkg1013.6
Pa 1001.1233
5
g
Ph atm
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11.4 Pressure Gauges
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11.5 Pascal’s Principle
PASCAL’S PRINCIPLE
Any change in the pressure applied to a completely enclosed fluid is transmitted undiminished to all parts of the fluid and enclosing walls.
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11.5 Pascal’s Principle
1
1
2
2
A
F
A
F
1
212 A
AFF
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11.5 Pascal’s Principle
Example 7 A Car Lift
The input piston has a radius of 0.0120 mand the output plunger has a radius of 0.150 m.
The combined weight of the car and the plunger is 20500 N. Suppose that the inputpiston has a negligible weight and the bottomsurfaces of the piston and plunger are atthe same level. What is the required inputforce?
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11.5 Pascal’s Principle
N 131m 150.0
m 0120.0N 20500 2
2
2
F
1
212 A
AFF
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11.6 Archimedes’ Principle
ARCHIMEDES’ PRINCIPLE
Any fluid applies a buoyant force to an object that is partiallyor completely immersed in it; the magnitude of the buoyantforce equals the weight of the fluid that the object displaces:
fluid displaced
ofWeight
fluid
forcebuoyant of Magnitude
WFB
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11.6 Archimedes’ Principle
APPAPAPFB 1212
ghPP 12
ghAFB
hAV
gVFB
fluiddisplaced
of mass
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11.6 Archimedes’ Principle
If the object is floating then the magnitude of the buoyant forceis equal to the magnitude of itsweight.
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11.6 Archimedes’ Principle
Example 9 A Swimming Raft
The raft is made of solid squarepinewood. Determine whetherthe raft floats in water and ifso, how much of the raft is beneaththe surface.
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11.6 Archimedes’ Principle
N 47000
sm80.9m8.4mkg1000 233
max
gVVgF waterwaterB
m 8.4m 30.0m 0.4m 0.4 raftV
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11.6 Archimedes’ Principle
N 47000N 26000
sm80.9m8.4mkg550 233
gVgmW raftpineraftraft
The raft floats!
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11.6 Archimedes’ Principle
gVwaterwaterN 26000
Braft FW
If the raft is floating:
23 sm80.9m 0.4m 0.4mkg1000N 26000 h
m 17.0sm80.9m 0.4m 0.4mkg1000
N 2600023
h
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11.6 Archimedes’ Principle
Conceptual Example 10 How Much Water is Neededto Float a Ship?
A ship floating in the ocean is a familiar sight. But is allthat water really necessary? Can an ocean vessel floatin the amount of water than a swimming pool contains?
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11.7 Fluids in Motion
In steady flow the velocity of the fluid particles at any point is constant as time passes.
Unsteady flow exists whenever the velocity of the fluid particles at a point changes as time passes.
Turbulent flow is an extreme kind of unsteady flow in which the velocity of the fluid particles at a point change erratically in both magnitude and direction.
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11.7 Fluids in Motion
Fluid flow can be compressible or incompressible. Most liquids are nearly incompressible.
Fluid flow can be viscous or nonviscous.
An incompressible, nonviscous fluid is called an ideal fluid.
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11.8 The Equation of Continuity
The mass of fluid per second that flows through a tube is calledthe mass flow rate.
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11.8 The Equation of Continuity
222111 vAvA
EQUATION OF CONTINUITY
The mass flow rate has the same value at every position along a tube that has a single entry and a single exit for fluid flow.
SI Unit of Mass Flow Rate: kg/s
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11.8 The Equation of Continuity
Incompressible fluid: 2211 vAvA
Volume flow rate Q: AvQ
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11.8 The Equation of Continuity
Example 12 A Garden Hose
A garden hose has an unobstructed openingwith a cross sectional area of 2.85x10-4m2. It fills a bucket with a volume of 8.00x10-3m3
in 30 seconds.
Find the speed of the water that leaves the hosethrough (a) the unobstructed opening and (b) an obstructedopening with half as much area.
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11.8 The Equation of Continuity
AvQ
sm936.0
m102.85
s 30.0m1000.824-
33
A
Qv
(a)
(b) 2211 vAvA
sm87.1sm936.0212
12 v
A
Av
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11.9 Bernoulli’s Equation
The fluid accelerates toward the lower pressure regions.
According to the pressure-depthrelationship, the pressure is lowerat higher levels, provided the areaof the pipe does not change.
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11.9 Bernoulli’s Equation
2222
11
212
1nc mgymvmgymvW
VPPAsPsFsFW 12
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11.9 Bernoulli’s Equation
2222
11
212
112 mgymvmgymvVPP
2222
11
212
112 gyvgyvPP
BERNOULLI’S EQUATION
In steady flow of a nonviscous, incompressible fluid, the pressure, the fluid speed, and the elevation at two points are related by:
2222
121
212
11 gyvPgyvP
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11.10 Applications of Bernoulli’s Equation
Conceptual Example 14 Tarpaulins and Bernoulli’s Equation
When the truck is stationary, the tarpaulin lies flat, but it bulges outwardwhen the truck is speeding downthe highway.
Account for this behavior.
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11.10 Applications of Bernoulli’s Equation
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11.10 Applications of Bernoulli’s Equation
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11.10 Applications of Bernoulli’s Equation
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11.11 Viscous Flow
Flow of an ideal fluid.
Flow of a viscous fluid.