SlideShare a Scribd company logo
1 of 2257
Download to read offline
SOLUTION MANUAL
SI UNIT PROBLEMS
CHAPTER 2
FUNDAMENTALS
of
Thermodynamics
Sixth Edition
SONNTAG • BORGNAKKE • VAN WYLEN
CONTENT
SUBSECTION PROB NO.
Correspondence table
Concept-Study Guide Problems 1-22
Properties and Units 23-26
Force and Energy 27-37
Specific Volume 38-43
Pressure 44-57
Manometers and Barometers 58-76
Temperature 77-80
Review Problems 81-86
Sonntag, Borgnakke and van Wylen
Correspondence table
CHAPTER 2 6th
edition Sonntag/Borgnakke/Wylen
The correspondence between the problem set in this sixth edition versus the
problem set in the 5'th edition text. Problems that are new are marked new and
those that are only slightly altered are marked as modified (mod).
Study guide problems 2.1-2.22 and 2.23-2.26 are all new problems.
New 5th
Ed. New 5th
Ed. New 5th
Ed.
27 1 47 new 67 24
28 new 48 16 68 new
29 2 49 17 69 new
30 new 50 new 70 23
31 3 51 new 71 new
32 new 52 19 72 30
33 5 53 new 73 32
34 6 54 34 74 33
35 7 55 29 75 new
36 9 56 new 76 37
37 10 57 28 mod 77 27
38 12 58 new 78 new
39 new 59 20 79 38
40 new 60 26 80 new
41 new 61 new 81 31
42 11 62 21 82 new
43 13 63 new 83 22
44 new 64 new 84 35
45 18 65 15 85 36
46 14 66 new 86 new
English Unit Problems
New 5th
Ed. SI New 5th
Ed. SI
87 new - 97 43E 43
88 new 11 98 new 50
89 new 12 99 new 53
90 new 19 100 45E 70
91 new 20 101 46E 45
92 new 24 102 new 82
93 39E 33 103 48E 55
94 40E - 104 new 80
95 new 47 105 47E 77
96 42E 42
Design and Open ended problems 106-116 are from 5th
edition problems 2.50-
2.60
Sonntag, Borgnakke and van Wylen
Concept-Study Guide Problems
2.1
Make a control volume around the turbine in the steam power plant in Fig. 1.1 and
list the flows of mass and energy that are there.
Solution:
We see hot high pressure steam flowing in
at state 1 from the steam drum through a
flow control (not shown). The steam leaves
at a lower pressure to the condenser (heat
exchanger) at state 2. A rotating shaft gives
a rate of energy (power) to the electric
generator set.
WT
1
2
Sonntag, Borgnakke and van Wylen
2.2
Make a control volume around the whole power plant in Figure 1.2 and with the help
of Fig. 1.1 list what flows of mass and energy are in or out and any storage of
energy. Make sure you know what is inside and what is outside your chosen C.V.
Solution:
Smoke
stack
Boiler
building
Coal conveyor system
Dock
Turbine house
Storage
gypsum
Coal
storage
flue
gas
cb
Underground
power cable
Welectrical
Hot water
District heating
m
Coal
m
m
Flue gas
Storage for later
Gypsum, fly ash, slag
transport out:
Cold return m
m
Combustion air
Sonntag, Borgnakke and van Wylen
2.3
Make a control volume that includes the steam flow around in the main turbine loop
in the nuclear propulsion system in Fig.1.3. Identify mass flows (hot or cold) and
energy transfers that enter or leave the C.V.
Solution:
Welectrical
1
2
WT
1
3
Electric
power gen.
5 4
6 7
Cooling by seawater
Condensate
to steam gen.
cold
Hot steam from generator
cb
The electrical power
also leaves the C.V.
to be used for lights,
instruments and to
charge the batteries.
Sonntag, Borgnakke and van Wylen
2.4
Take a control volume around your kitchen refrigerator and indicate where the
components shown in Figure 1.6 are located and show all flows of energy transfer.
Solution:
The valve and the
cold line, the
evaporator, is
inside close to the
inside wall and
usually a small
blower distributes
cold air from the
freezer box to the
refrigerator room.
cb
W
.
Q
.
Q leak The black grille in
the back or at the
bottom is the
condenser that
gives heat to the
room air.
The compressor
sits at the bottom.
Sonntag, Borgnakke and van Wylen
2.5
An electric dip heater is put into a cup of water and heats it from 20oC to 80oC.
Show the energy flow(s) and storage and explain what changes.
Solution:
Electric power is converted in the heater
element (an electric resistor) so it becomes
hot and gives energy by heat transfer to
the water. The water heats up and thus
stores energy and as it is warmer than the
cup material it heats the cup which also
stores some energy. The cup being
warmer than the air gives a smaller
amount of energy (a rate) to the air as a
heat loss.
Welectric
Q loss
C B
Sonntag, Borgnakke and van Wylen
2.6
Separate the list P, F, V, v, ρ, T, a, m, L, t and V into intensive, extensive and non-
properties.
Solution:
Intensive properties are independent upon mass: P, v, ρ, T
Extensive properties scales with mass: V, m
Non-properties: F, a, L, t, V
Comment: You could claim that acceleration a and velocity V are physical
properties for the dynamic motion of the mass, but not thermal properties.
Sonntag, Borgnakke and van Wylen
2.7
An escalator brings four people of total 300 kg, 25 m up in a building. Explain what
happens with respect to energy transfer and stored energy.
Solution:
The four people (300 kg) have their
potential energy raised, which is how
the energy is stored. The energy is
supplied as electrical power to the
motor that pulls the escalator with a
cable.
Sonntag, Borgnakke and van Wylen
2.8
Water in nature exist in different phases like solid, liquid and vapor (gas). Indicate
the relative magnitude of density and specific volume for the three phases.
Solution:
Values are indicated in Figure 2.7 as density for common substances. More
accurate values are found in Tables A.3, A.4 and A.5
Water as solid (ice) has density of around 900 kg/m3
Water as liquid has density of around 1000 kg/m3
Water as vapor has density of around 1 kg/m3 (sensitive to P and T)
Sonntag, Borgnakke and van Wylen
2.9
Is density a unique measure of mass distribution in a volume? Does it vary? If so, on
what kind of scale (distance)?
Solution:
Density is an average of mass per unit volume and we sense if it is not evenly
distributed by holding a mass that is more heavy in one side than the other.
Through the volume of the same substance (say air in a room) density varies only
little from one location to another on scales of meter, cm or mm. If the volume
you look at has different substances (air and the furniture in the room) then it can
change abruptly as you look at a small volume of air next to a volume of
hardwood.
Finally if we look at very small scales on the order of the size of atoms the density
can vary infinitely, since the mass (electrons, neutrons and positrons) occupy very
little volume relative to all the empty space between them.
Sonntag, Borgnakke and van Wylen
2.10
Density of fibers, rock wool insulation, foams and cotton is fairly low. Why is that?
Solution:
All these materials consists of some solid substance and mainly air or other gas.
The volume of fibers (clothes) and rockwool that is solid substance is low
relative to the total volume that includes air. The overall density is
ρ =
m
V =
msolid + mair
Vsolid + Vair
where most of the mass is the solid and most of the volume is air. If you talk
about the density of the solid only, it is high.
Sonntag, Borgnakke and van Wylen
2.11
How much mass is there approximately in 1 L of mercury (Hg)? Atmospheric air?
Solution:
A volume of 1 L equals 0.001 m3, see Table A.1. From Figure 2.7 the density is
in the range of 10 000 kg/m3 so we get
m = ρV = 10 000 kg/m3 × 0.001 m3 = 10 kg
A more accurate value from Table A.4 is ρ = 13 580 kg/m3.
For the air we see in Figure 2.7 that density is about 1 kg/m3 so we get
m = ρV = 1 kg/m3 × 0.001 m3 = 0.001 kg
A more accurate value from Table A.5 is ρ = 1.17 kg/m3 at 100 kPa, 25oC.
Sonntag, Borgnakke and van Wylen
2.12
Can you carry 1 m3 of liquid water?
Solution:
The density of liquid water is about 1000 kg/m3 from Figure 2.7, see also Table
A.3. Therefore the mass in one cubic meter is
m = ρV = 1000 kg/m3 × 1 m3 = 1000 kg
and we can not carry that in the standard gravitational field.
2.13
A manometer shows a pressure difference of 1 m of liquid mercury. Find ∆P in kPa.
Solution:
Hg : L = 1 m; ρ = 13 580 kg/m3 from Table A.4 (or read Fig 2.7)
The pressure difference ∆P balances the column of height L so from Eq.2.2
∆P = ρ g L = 13 580 kg/m3 × 9.80665 m/s2 × 1.0 m × 10-3 kPa/Pa
= 133.2 kPa
Sonntag, Borgnakke and van Wylen
2.14
You dive 5 m down in the ocean. What is the absolute pressure there?
Solution:
The pressure difference for a column is from Eq.2.2 and the density of water is
from Table A.4.
∆P = ρgH
= 997 kg/m3 × 9.81 m/s2 × 5 m
= 48 903 Pa = 48.903 kPa
Pocean= P0 + ∆P
= 101.325 + 48.903
= 150 kPa
Sonntag, Borgnakke and van Wylen
2.15
What pressure difference does a 10 m column of atmospheric air show?
Solution:
The pressure difference for a column is from Eq.2.2
∆P = ρgH
So we need density of air from Fig.2.7, ρ = 1.2 kg/m3
∆P = 1.2 kg/m3 × 9.81 ms-2 × 10 m = 117.7 Pa = 0.12 kPa
Sonntag, Borgnakke and van Wylen
2.16
The pressure at the bottom of a swimming pool is evenly distributed. Suppose we
look at a cast iron plate of 7272 kg lying on the ground with an area of 100 m2. What
is the average pressure below that? Is it just as evenly distributed?
Solution:
The pressure is force per unit area from page 25:
P = F/A = mg/A = 7272 kg × (9.81 m/s2) / 100 m2 = 713.4 Pa
The iron plate being cast can be reasonable plane and flat, but it is stiff and rigid.
However, the ground is usually uneven so the contact between the plate and the
ground is made over an area much smaller than the 100 m2. Thus the local
pressure at the contact locations is much larger than the quoted value above.
The pressure at the bottom of the swimming pool is very even due to the ability of
the fluid (water) to have full contact with the bottom by deforming itself. This is
the main difference between a fluid behavior and a solid behavior.
Iron plate
Ground
Sonntag, Borgnakke and van Wylen
2.17
A laboratory room keeps a vacuum of 0.1 kPa. What net force does that put on the
door of size 2 m by 1 m?
Solution:
The net force on the door is the difference between the forces on the two sides as
the pressure times the area
F = Poutside A – Pinside A = ∆P A = 0.1 kPa × 2 m × 1 m = 200 N
Remember that kPa is kN/m2.
Pabs = Po - ∆P
∆P = 0.1 kPa
Sonntag, Borgnakke and van Wylen
2.18
A tornado rips off a 100 m2 roof with a mass of 1000 kg. What is the minimum
vacuum pressure needed to do that if we neglect the anchoring forces?
Solution:
The net force on the roof is the difference between the forces on the two sides as
the pressure times the area
F = Pinside A – PoutsideA = ∆P A
That force must overcome the gravitation mg, so the balance is
∆P A = mg
∆P = mg/A = (1000 kg × 9.807 m/s2 )/100 m2 = 98 Pa = 0.098 kPa
Remember that kPa is kN/m2.
Sonntag, Borgnakke and van Wylen
2.19
What is a temperature of –5oC in degrees Kelvin?
Solution:
The offset from Celsius to Kelvin is 273.15 K,
so we get
TK = TC + 273.15 = -5 + 273.15
= 268.15 K
Sonntag, Borgnakke and van Wylen
2.20
What is the smallest temperature in degrees Celsuis you can have? Kelvin?
Solution:
The lowest temperature is absolute zero which is
at zero degrees Kelvin at which point the
temperature in Celsius is negative
TK = 0 K = −273.15 oC
Sonntag, Borgnakke and van Wylen
2.21
Density of liquid water is ρ = 1008 – T/2 [kg/m3] with T in oC. If the temperature
increases 10oC how much deeper does a 1 m layer of water become?
Solution:
The density change for a change in temperature of 10oC becomes
∆ρ = – ∆T/2 = –5 kg/m3
from an ambient density of
ρ = 1008 – T/2 = 1008 – 25/2 = 995.5 kg/m3
Assume the area is the same and the mass is the same m = ρV = ρAH, then we
have
∆m = 0 = V∆ρ + ρ∆V ⇒ ∆V = - V∆ρ/ρ
and the change in the height is
∆H =
∆V
A =
H∆V
V =
-H∆ρ
ρ
=
-1 × (-5)
995.5 = 0.005 m
barely measurable.
Sonntag, Borgnakke and van Wylen
2.22
Convert the formula for water density in problem 21 to be for T in degrees Kelvin.
Solution:
ρ = 1008 – TC/2 [kg/m3]
We need to express degrees Celsius in degrees Kelvin
TC = TK – 273.15
and substitute into formula
ρ = 1008 – TC/2 = 1008 – (TK – 273.15)/2 = 1144.6 – TK/2
Sonntag, Borgnakke and van Wylen
Properties and units
2.23
A steel cylinder of mass 2 kg contains 4 L of liquid water at 25oC at 200 kPa.
Find the total mass and volume of the system. List two extensive and three
intensive properties of the water
Solution:
Density of steel in Table A.3: ρ = 7820 kg/m3
Volume of steel: V = m/ρ =
2 kg
7820 kg/m3 = 0.000 256 m3
Density of water in Table A.4: ρ = 997 kg/m3
Mass of water: m = ρV = 997 kg/m3 ×0.004 m3 = 3.988 kg
Total mass: m = msteel + mwater = 2 + 3.988 = 5.988 kg
Total volume: V = Vsteel + Vwater = 0.000 256 + 0.004
= 0.004 256 m3 = 4.26 L
Sonntag, Borgnakke and van Wylen
2.24
An apple “weighs” 80 g and has a volume of 100 cm3 in a refrigerator at 8oC.
What is the apple density? List three intensive and two extensive properties of the
apple.
Solution:
ρ =
m
V =
0.08
0.0001
kg
m3 = 800
kg
m3
Intensive
ρ = 800
kg
m3 ; v =
1
ρ
= 0.001 25
m3
kg
T = 8°C; P = 101 kPa
Extensive
m = 80 g = 0.08 kg
V =100 cm3 = 0.1 L = 0.0001 m3
Sonntag, Borgnakke and van Wylen
2.25
One kilopond (1 kp) is the weight of 1 kg in the standard gravitational field. How
many Newtons (N) is that?
F = ma = mg
1 kp = 1 kg × 9.807 m/s2 = 9.807 N
Sonntag, Borgnakke and van Wylen
2.26
A pressurized steel bottle is charged with 5 kg of oxygen gas and 7 kg of nitrogen
gas. How many kmoles are in the bottle?
Table A2 : MO2 = 31.999 ; MN2 = 28.013
nO2 = mO2 / MO2 =
5
31.999 = 0.15625 kmol
nO2 = mN2 / MN2 =
7
28.013 = 0.24988 kmol
ntot = nO2 + nN2 = 0.15625 + 0.24988 = 0.406 kmol
Sonntag, Borgnakke and van Wylen
Force and Energy
2.27
The “standard” acceleration (at sea level and 45° latitude) due to gravity is
9.80665 m/s2. What is the force needed to hold a mass of 2 kg at rest in this
gravitational field ? How much mass can a force of 1 N support ?
Solution:
ma = 0 = ∑ F = F - mg
F = mg = 2 × 9.80665 = 19.613 N
F = mg =>
m = F/g = 1 / 9.80665 = 0.102 kg
m
F
g
Sonntag, Borgnakke and van Wylen
2.28
A force of 125 N is applied to a mass of 12 kg in addition to the standard
gravitation. If the direction of the force is vertical up find the acceleration of the
mass.
Solution:
Fup = ma = F – mg
a =
F – mg
m =
F
m – g =
125
12 – 9.807
= 0.61 ms-2
F
g
x
m
Sonntag, Borgnakke and van Wylen
2.29
A model car rolls down an incline with a slope so the gravitational “pull” in the
direction of motion is one third of the standard gravitational force (see Problem
2.1). If the car has a mass of 0.45 kg find the acceleration.
Solution:
ma = ∑ F = mg / 3
a = mg / 3m = g/3
= 9.80665 / 3 = 3.27 m/s2
g
This acceleration does not depend on the mass of the model car.
Sonntag, Borgnakke and van Wylen
2.30
When you move up from the surface of the earth the gravitation is reduced as g =
9.807 − 3.32 × 10-6 z, with z as the elevation in meters. How many percent is the
weight of an airplane reduced when it cruises at 11 000 m?
Solution:
go= 9.807 ms-2
gH = 9.807 – 3.32 × 10-6 × 11 000 = 9.7705 ms-2
Wo = m go ; WH = m gH
WH/Wo = gH/go =
9.7705
9.807 = 0.9963
Reduction = 1 – 0.9963 = 0.0037 or 0.37%
i.e. we can neglect that for most application
Sonntag, Borgnakke and van Wylen
2.31
A car drives at 60 km/h and is brought to a full stop with constant deceleration in
5 seconds. If the total car and driver mass is 1075 kg find the necessary force.
Solution:
Acceleration is the time rate of change of velocity.
a =
dV
dt =
60 × 1000
3600 × 5
= 3.333 m/s2
ma = ∑ F ;
Fnet = ma = 1075 kg × 3.333 m/s2 = 3583 N
Sonntag, Borgnakke and van Wylen
2.32
A car of mass 1775 kg travels with a velocity of 100 km/h. Find the kinetic
energy. How high should it be lifted in the standard gravitational field to have a
potential energy that equals the kinetic energy?
Solution:
Standard kinetic energy of the mass is
KIN = ½ m V2 = ½ × 1775 kg ×






100 × 1000
3600
2
m2/s2
= ½ × 1775 × 27.778 Nm = 684 800 J
= 684.8 kJ
Standard potential energy is
POT = mgh
h = ½ m V2 / mg =
684 800
1775 × 9.807
= 39.3 m
Sonntag, Borgnakke and van Wylen
2.33
A 1200-kg car moving at 20 km/h is accelerated at a constant rate of 4 m/s2 up to
a speed of 75 km/h. What are the force and total time required?
Solution:
a =
dV
dt =
∆V
∆t
=> ∆t =
∆V
a =
(75 − 20) 1000
3600 × 5
= 3.82 sec
F = ma = 1200 kg × 4 m/s2 = 4800 N
Sonntag, Borgnakke and van Wylen
2.34
A steel plate of 950 kg accelerates from rest with 3 m/s2 for a period of 10s. What
force is needed and what is the final velocity?
Solution:
Constant acceleration can be integrated to get velocity.
a =
dV
dt => ∫ dV = ∫ a dt => ∆V = a ∆t
∆V = a ∆t = 3 m/s2 × 10 s = 30 m/s
=> V = 30 m/s
F = ma = 950 kg × 3 m/s2 = 2850 N
F
Sonntag, Borgnakke and van Wylen
2.35
A 15 kg steel container has 1.75 kilomoles of liquid propane inside. A force of 2
kN now accelerates this system. What is the acceleration?
Solution:
The molecular weight for propane is M = 44.094 from Table A.2. The force
must accelerate both the container mass and the propane mass.
m = msteel + mpropane = 15 + (1.75 × 44.094) = 92.165 kg
ma = ∑ F ⇒ a = ∑ F / m
a =
2000 N
92.165 kg = 21.7 m/s2
Sonntag, Borgnakke and van Wylen
2.36
A bucket of concrete of total mass 200 kg is raised by a crane with an acceleration
of 2 m/s2 relative to the ground at a location where the local gravitational
acceleration is 9.5 m/s2. Find the required force.
Solution:
F = ma = Fup − mg
Fup = ma + mg = 200 ( 2 + 9.5 ) = 2300 N g
Fup
Sonntag, Borgnakke and van Wylen
2.37
On the moon the gravitational acceleration is approximately one-sixth that on the
surface of the earth. A 5-kg mass is “weighed” with a beam balance on the
surface on the moon. What is the expected reading? If this mass is weighed with a
spring scale that reads correctly for standard gravity on earth (see Problem 2.1),
what is the reading?
Solution:
Moon gravitation is: g = gearth/6
m
m
m
Beam Balance Reading is 5 kg Spring Balance Reading is in kg units
This is mass comparison Force comparison length ∝ F ∝ g
Reading will be
5
6
kg
Sonntag, Borgnakke and van Wylen
Specific Volume
2.38
A 5 m3 container is filled with 900 kg of granite (density 2400 kg/m3 ) and the
rest of the volume is air with density 1.15 kg/m3. Find the mass of air and the
overall (average) specific volume.
Solution:
mair = ρ V = ρair ( Vtot −
mgranite
ρ
)
= 1.15 [ 5 -
900
2400 ] = 1.15 × 4.625 = 5.32 kg
v =
V
m =
5
900 + 5.32 = 0.005 52 m3/kg
Comment: Because the air and the granite are not mixed or evenly distributed in
the container the overall specific volume or density does not have much meaning.
Sonntag, Borgnakke and van Wylen
2.39
A tank has two rooms separated by a membrane. Room A has 1 kg air and volume
0.5 m3, room B has 0.75 m3 air with density 0.8 kg/m3. The membrane is broken
and the air comes to a uniform state. Find the final density of the air.
Solution:
Density is mass per unit volume
m = mA + mB = mA + ρBVB = 1 + 0.8 × 0.75 = 1.6 kg
V = VA + VB = 0.5 + 0.75 = 1.25 m3
ρ =
m
V =
1.6
1.25 = 1.28 kg/m3
A B
cb
Sonntag, Borgnakke and van Wylen
2.40
A 1 m3 container is filled with 400 kg of granite stone, 200 kg dry sand and 0.2
m3 of liquid 25°C water. Use properties from tables A.3 and A.4. Find the
average specific volume and density of the masses when you exclude air mass and
volume.
Solution:
Specific volume and density are ratios of total mass and total volume.
mliq = Vliq/vliq = Vliq ρliq = 0.2 × 997 = 199.4 kg
mTOT = mstone + msand + mliq = 400 + 200 + 199.4 = 799.4 kg
Vstone = mv = m/ρ = 400/ 2750 = 0.1455 m3
Vsand = mv = m/ρ = 200/ 1500 = 0.1333 m3
VTOT = Vstone + Vsand + Vliq
= 0.1455 + 0.1333 + 0.2 = 0.4788 m3
v = VTOT / mTOT = 0.4788/799.4 = 0.000599 m3/kg
ρ = 1/v = mTOT/VTOT = 799.4/0.4788 = 1669.6 kg/m3
Sonntag, Borgnakke and van Wylen
2.41
A 1 m3 container is filled with 400 kg of granite stone, 200 kg dry sand and 0.2
m3 of liquid 25°C water. Use properties from tables A.3 and A.4 and use air
density of 1.1 kg/m3. Find the average specific volume and density of the 1 m3
volume.
Solution:
Specific volume and density are ratios of total mass and total volume.
Vstone = mv = m/ρ = 400/ 2750 = 0.1455 m3
Vsand = mv = m/ρ = 200/ 1500 = 0.1333 m3
Vair = VTOT − Vstone − Vsand − Vliq
= 1− 0.1455 − 0.1333 − 0.2 = 0.5212 m3
mair = Vair/vair = Vair ρair = 0.5212 × 1.1 = 0.573 kg
mliq = Vliq/vliq = Vliq ρliq = 0.2 × 997 = 199.4 kg
mTOT = mstone + msand + mliq + mair
= 400 + 200 + 199.4 + 0.573 ≈ 800 kg
v = VTOT / mTOT = 1/800 = 0.00125 m3/kg
ρ = 1/v = mTOT/VTOT = 800/1 = 800 kg/m3
Sonntag, Borgnakke and van Wylen
2.42
One kilogram of diatomic oxygen (O2 molecular weight 32) is contained in a 500-
L tank. Find the specific volume on both a mass and mole basis (v and v ).
Solution:
From the definition of the specific volume
v =
V
m =
0.5
1 = 0.5 m3/kg
v =
V
n =
V
m/M = M v = 32 × 0.5 = 16 m3/kmol
Sonntag, Borgnakke and van Wylen
2.43
A 15-kg steel gas tank holds 300 L of liquid gasoline, having a density of 800
kg/m3. If the system is decelerated with 6 m/s2 what is the needed force?
Solution:
m = mtank + mgasoline
= 15 kg + 0.3 m3 × 800 kg/m3
= 255 kg
F = ma = 255 kg × 6 m/s2
= 1530 N
cb
Sonntag, Borgnakke and van Wylen
Pressure
2.44
A hydraulic lift has a maximum fluid pressure of 500 kPa. What should the
piston-cylinder diameter be so it can lift a mass of 850 kg?
Solution:
With the piston at rest the static force balance is
F↑ = P A = F↓ = mg
A = π r2 = π D2/4
PA = P π D2/4 = mg ⇒ D2 =
4mg
P π
D = 2
mg
Pπ
= 2
850 × 9.807
500 π × 1000
= 0.146 m
Sonntag, Borgnakke and van Wylen
2.45
A piston/cylinder with cross sectional area of 0.01 m2 has a piston mass of 100 kg
resting on the stops, as shown in Fig. P2.45. With an outside atmospheric pressure
of 100 kPa, what should the water pressure be to lift the piston?
Solution:
The force acting down on the piston comes from gravitation and the
outside atmospheric pressure acting over the top surface.
Force balance: F↑ = F↓ = PA = mpg + P0A
Now solve for P (divide by 1000 to convert to kPa for 2nd
term)
P = P0 +
mpg
A = 100 kPa +
100 × 9.80665
0.01 × 1000
= 100 kPa + 98.07 kPa = 198 kPa
Water
cb
Sonntag, Borgnakke and van Wylen
2.46
A vertical hydraulic cylinder has a 125-mm diameter piston with hydraulic fluid
inside the cylinder and an ambient pressure of 1 bar. Assuming standard gravity,
find the piston mass that will create a pressure inside of 1500 kPa.
Solution:
Force balance:
F↑ = PA = F↓ = P0A + mpg;
P0 = 1 bar = 100 kPa
A = (π/4) D2 = (π/4) × 0.1252 = 0.01227 m2
cb
g
Po
mp = (P − P0)
A
g = ( 1500 − 100 ) × 1000 ×
0.01227
9.80665 = 1752 kg
Sonntag, Borgnakke and van Wylen
2.47
A valve in a cylinder has a cross sectional area of 11 cm2 with a pressure of 735
kPa inside the cylinder and 99 kPa outside. How large a force is needed to open
the valve?
Fnet = PinA – PoutA
= (735 – 99) kPa × 11 cm2
= 6996 kPa cm2
= 6996 ×
kN
m2 × 10-4 m2
= 700 N
cb
Pcyl
Sonntag, Borgnakke and van Wylen
2.48
A cannon-ball of 5 kg acts as a piston in a cylinder of 0.15 m diameter. As the
gun-powder is burned a pressure of 7 MPa is created in the gas behind the ball.
What is the acceleration of the ball if the cylinder (cannon) is pointing
horizontally?
Solution:
The cannon ball has 101 kPa on the side facing the atmosphere.
ma = F = P1 × A − P0 × A = (P1 − P0 ) × A
= (7000 – 101) kPa × π ( 0.15
2
/4 ) m
2
= 121.9 kN
a =
F
m =
121.9 kN
5 kg = 24 380 m/s2
Sonntag, Borgnakke and van Wylen
2.49
Repeat the previous problem for a cylinder (cannon) pointing 40 degrees up
relative to the horizontal direction.
Solution:
ma = F = ( P1 - P0 ) A - mg sin 40
0
ma = (7000 - 101 ) kPa × π × ( 0.152 / 4 ) m
2
- 5 × 9.807 × 0.6428 N
= 121.9 kN - 31.52 N = 121.87 kN
a =
F
m =
121.87 kN
5 kg = 24 374 m/s2
Sonntag, Borgnakke and van Wylen
2.50
A large exhaust fan in a laboratory room keeps the pressure inside at 10 cm water
relative vacuum to the hallway. What is the net force on the door measuring 1.9 m
by 1.1 m?
Solution:
The net force on the door is the difference between the forces on the two sides as
the pressure times the area
F = Poutside A – Pinside A = ∆P × A
= 10 cm H2O × 1.9 m × 1.1 m
= 0.10 × 9.80638 kPa × 2.09 m2
= 2049 N
Table A.1: 1 m H2O is 9.80638 kPa and kPa is kN/m2.
Sonntag, Borgnakke and van Wylen
2.51
What is the pressure at the bottom of a 5 m tall column of fluid with atmospheric
pressure 101 kPa on the top surface if the fluid is
a) water at 20°C b) glycerine 25°C or c) light oil
Solution:
Table A.4: ρH2O = 997 kg/m3; ρGlyc = 1260 kg/m3; ρOil = 910 kg/m3
∆P = ρgh P = Ptop + ∆P
a) ∆P = ρgh = 997× 9.807× 5 = 48887.9 Pa
P = 101 + 48.99 = 149.9 kPa
b) ∆P = ρgh = 1260× 9.807× 5 = 61784 Pa
P = 101 + 61.8 = 162.8 kPa
c) ∆P = ρgh = 910× 9.807× 5 = 44622 Pa
P = 101 + 44.6 = 145.6 kPa
Sonntag, Borgnakke and van Wylen
2.52
The hydraulic lift in an auto-repair shop has a cylinder diameter of 0.2 m. To what
pressure should the hydraulic fluid be pumped to lift 40 kg of piston/arms and 700
kg of a car?
Solution:
Force acting on the mass by the gravitational field
F↓ = ma = mg = 740 × 9.80665 = 7256.9 N
Force balance: F↑ = ( P - P0 ) A = F↓ => P = P0 + F↓ / A
A = π D2 (1 / 4) = 0.031416 m2
P = 101 + 7256.9 / (0.031416 × 1000) = 332 kPa
Sonntag, Borgnakke and van Wylen
2.53
A 2.5 m tall steel cylinder has a cross sectional area of 1.5 m2. At the bottom with
a height of 0.5 m is liquid water on top of which is a 1 m high layer of gasoline.
The gasoline surface is exposed to atmospheric air at 101 kPa. What is the highest
pressure in the water?
Solution:
The pressure in the fluid goes up with the
depth as
P = Ptop + ∆P = Ptop + ρgh
and since we have two fluid layers we get
P = Ptop + [(ρh)gasoline + (ρh)water]g
The densities from Table A.4 are:
Air
Water
1 m
0.5 m
Gasoline
ρgasoline = 750 kg/m3; ρwater = 997 kg/m3
P = 101 + [750 × 1 + 997 × 0.5]
9.807
1000 = 113.2 kPa
Sonntag, Borgnakke and van Wylen
2.54
At the beach, atmospheric pressure is 1025 mbar. You dive 15 m down in the
ocean and you later climb a hill up to 250 m elevation. Assume the density of
water is about 1000 kg/m3 and the density of air is 1.18 kg/m3. What pressure do
you feel at each place?
Solution:
∆P = ρgh
Pocean= P0 + ∆P = 1025 × 100 + 1000 × 9.81 × 15
= 2.4965 × 105 Pa = 250 kPa
Phill = P0 - ∆P = 1025 × 100 - 1.18 × 9.81 × 250
= 0.99606 × 105 Pa = 99.61 kPa
Sonntag, Borgnakke and van Wylen
2.55
A piston, mp= 5 kg, is fitted in a cylinder, A = 15 cm2, that contains a gas. The
setup is in a centrifuge that creates an acceleration of 25 m/s2 in the direction of
piston motion towards the gas. Assuming standard atmospheric pressure outside
the cylinder, find the gas pressure.
Solution:
Force balance: F↑ = F↓ = P0A + mpg = PA
P = P0 +
mpg
A
= 101.325 +
5 × 25
1000 × 0.0015
kPa kg m/s2
Pa m2
= 184.7 kPa
gas
g
Po
Sonntag, Borgnakke and van Wylen
2.56
A steel tank of cross sectional area 3 m2 and 16 m tall weighs 10 000 kg and it is
open at the top. We want to float it in the ocean so it sticks 10 m straight down by
pouring concrete into the bottom of it. How much concrete should I put in?
Solution:
The force up on the tank is from the water
pressure at the bottom times its area. The
force down is the gravitation times mass and
the atmospheric pressure.
F↑ = PA = (ρoceangh + P0)A
F↓ = (mtank + mconcrete)g + P0A
The force balance becomes
Air
Ocean
Concrete
10 m
F↑ = F↓ = (ρoceangh + P0)A = (mtank + mconcrete)g + P0A
Solve for the mass of concrete
mconcrete = (ρoceanhA - mtank) = 997 × 10 × 3 – 10 000 = 19 910 kg
Notice: The first term is the mass of the displaced ocean water. The net force
up is the weight (mg) of this mass called bouyancy, P0 cancel.
Sonntag, Borgnakke and van Wylen
2.57
Liquid water with density ρ is filled on top of a thin piston in a cylinder with
cross-sectional area A and total height H. Air is let in under the piston so it pushes
up, spilling the water over the edge. Deduce the formula for the air pressure as a
function of the piston elevation from the bottom, h.
Solution:
Force balance
H
h
P0 Piston: F↑ = F↓
PA = P0A + mH2Og
P = P0 + mH2Og/A
P = P0 + (H − h)ρg h, V air
P
P0
Sonntag, Borgnakke and van Wylen
Manometers and Barometers
2.58
The density of atmospheric air is about 1.15 kg/m3, which we assume is constant.
How large an absolute pressure will a pilot see when flying 1500 m above ground
level where the pressure is 101 kPa.
Solution:
Assume g and ρ are constant then the pressure difference to carry a
column of height 1500 m is from Fig.2.10
∆P = ρgh = 1.15 kg/m3 × 9.807 ms-2 × 1500 m
= 16 917 Pa = 16.9 kPa
The pressure on top of the column of air is then
P = P0 – ∆P = 101 – 16.9 = 84.1 kPa
Sonntag, Borgnakke and van Wylen
2.59
A differential pressure gauge mounted on a vessel shows 1.25 MPa and a local
barometer gives atmospheric pressure as 0.96 bar. Find the absolute pressure
inside the vessel.
Solution:
Convert all pressures to units of kPa.
Pgauge = 1.25 MPa = 1250 kPa;
P0 = 0.96 bar = 96 kPa
P = Pgauge + P0 = 1250 + 96 = 1346 kPa
Sonntag, Borgnakke and van Wylen
2.60
Two vertical cylindrical storage tanks are full of liquid water, density 1000
kg/m3, the top open to the atmoshere. One is 10 m tall, 2 m diameter, the other is
2.5 m tall with diameter 4 m. What is the total force from the bottom of each tank
to the water and what is the pressure at the bottom of each tank?
Solution:
VA = H × πD2 × (1 / 4) = 10 × π × 22 × ( 1 / 4) = 31.416 m3
VB = H × πD2 × (1 / 4) = 2.5 × π × 42 × ( 1 / 4) = 31.416 m3
Tanks have the same volume, so same mass of water gives gravitational force
F = mg = ρ V g = 1000 × 31.416 × 9.80665 = 308 086 N
this is the force the legs have to supply (assuming Po below the bottom). Tanks
have total force up from bottom as
Ftot A = F + PoA = 308 086 + 101325 × 3.1416 = 626 408 N
Ftot B = F + PoA = 308 086 + 101325 × 12.5664 = 1 581 374 N
Pbot = Po + ρ H g
Pbot A = 101 + (1000 × 10 × 9.80665 / 1000) = 199 kPa
Pbot B = 101 + (1000 × 2.5 × 9.80665 / 1000) = 125.5 kPa
Po
Po
g
m
m
cb
A
B
Sonntag, Borgnakke and van Wylen
2.61
Blue manometer fluid of density 925 kg/m3 shows a column height difference of
6 cm vacuum with one end attached to a pipe and the other open to P0 = 101 kPa.
What is the absolute pressure in the pipe?
Solution:
Since the manometer shows a vacuum we have
PPIPE = P0 - ∆P
∆P = ρgh = 925 × 9.807 × 0.06
= 544.3 Pa = 0.544 kPa
PPIPE = 101 – 0.544 = 100.46 kPa
cb
Po
Pipe
Sonntag, Borgnakke and van Wylen
2.62
The absolute pressure in a tank is 85 kPa and the local ambient absolute pressure
is 97 kPa. If a U-tube with mercury, density 13550 kg/m3, is attached to the tank
to measure the vacuum, what column height difference would it show?
Solution:
∆P = P0 - Ptank = ρg H
H = ( P0 - Ptank ) / ρg = [(97 - 85 ) × 1000 ] / (13550 × 9.80665)
= 0.090 m = 90 mm
H
Sonntag, Borgnakke and van Wylen
2.63
The pressure gauge on an air tank shows 75 kPa when the diver is 10 m down in
the ocean. At what depth will the gauge pressure be zero? What does that mean?
Ocean H20 pressure at 10 m depth is
P H20 = Po + ρLg = 101.3 +
997 × 10 × 9.80665
1000 = 199 kPa
Air Pressure (absolute) in tank
Ptank = 199 + 75 = 274 kPa
Tank Pressure (gauge) reads zero at H20 local pressure
274 = 101.3 +
997 × 9.80665
1000 L
L = 17.66 m
At this depth you will have to suck the
air in, it can no longer push itself
through a valve.
Sonntag, Borgnakke and van Wylen
2.64
A submarine maintains 101 kPa inside it and it dives 240 m down in the ocean
having an average density of 1030 kg/m3. What is the pressure difference
between the inside and the outside of the submarine hull?
Solution:
Assume the atmosphere over the ocean is at 101 kPa, then ∆P is from the
240 m column water.
∆P = ρLg = (1030 kg/m3 × 240 m × 9.807 m/s2) / 1000 = 2424 kPa
Sonntag, Borgnakke and van Wylen
2.65
A barometer to measure absolute pressure shows a mercury column height of 725
mm. The temperature is such that the density of the mercury is 13 550 kg/m3.
Find the ambient pressure.
Solution:
Hg : L = 725 mm = 0.725 m; ρ = 13 550 kg/m3
The external pressure P balances the column of height L so from Fig.2.10
P = ρ L g = 13 550 kg/m3 × 9.80665 m/s2 × 0.725 m × 10-3 kPa/Pa
= 96.34 kPa
Sonntag, Borgnakke and van Wylen
2.66
An absolute pressure gauge attached to a steel cylinder shows 135 kPa. We want
to attach a manometer using liquid water a day that Patm = 101 kPa. How high a
fluid level difference must we plan for?
Solution:
Since the manometer shows a pressure difference we have
∆P = PCYL - Patm = ρ L g
L = ∆P / ρg =
(135 – 101) kPa
997 kg m-3 × 10 × 9.807 m/s2
1000 Pa
kPa
= 3.467 m
H
Sonntag, Borgnakke and van Wylen
2.67
The difference in height between the columns of a manometer is 200 mm with a
fluid of density 900 kg/m3. What is the pressure difference? What is the height
difference if the same pressure difference is measured using mercury, density
13600 kg/ m3, as manometer fluid?
Solution:
∆P = ρ1gh1 = 900 kg/m3 × 9.807 m/s2 × 0.2 m = 1765.26 Pa = 1.77 kPa
hHg = ∆P/ (ρhg g) = (ρ1 gh1) / (ρhg g) =
900
13600 × 0.2 = 0.0132 m= 13.2 mm
Sonntag, Borgnakke and van Wylen
2.68
An exploration submarine should be able to go 4000 m down in the ocean. If the
ocean density is 1020 kg/m3 what is the maximum pressure on the submarine
hull?
Solution:
∆P = ρLg = (1020 kg/m3 × 4000 m × 9.807 m/s2) / 1000
= 40 012 kPa ≈ 40 MPa
Sonntag, Borgnakke and van Wylen
2.69
Assume we use a pressure gauge to measure the air pressure at street level and at
the roof of a tall building. If the pressure difference can be determined with an
accuracy of 1 mbar (0.001 bar) what uncertainty in the height estimate does that
corresponds to?
Solution:
ρair = 1.169 kg/m3 from Table A.5
∆P = 0.001 bar = 100 Pa
L =
∆P
ρg
=
100
1.169 × 9.807
= 8.72 m
Sonntag, Borgnakke and van Wylen
2.70
A U-tube manometer filled with water, density 1000 kg/m3, shows a height
difference of 25 cm. What is the gauge pressure? If the right branch is tilted to
make an angle of 30° with the horizontal, as shown in Fig. P2.70, what should the
length of the column in the tilted tube be relative to the U-tube?
Solution:
Same height in the two sides in the direction of g.
∆P = F/A = mg/A = Vρg/A = hρg
= 0.25 × 1000 × 9.807 = 2452.5 Pa
= 2.45 kPa
h = H × sin 30°
⇒ H = h/sin 30° = 2h = 50 cm
30o
H
h
Sonntag, Borgnakke and van Wylen
2.71
A barometer measures 760 mmHg at street level and 735 mmHg on top of a
building. How tall is the building if we assume air density of 1.15 kg/m3?
Solution:
∆P = ρgH
H = ∆P/ρg =
760 – 735
1.15 × 9.807
mmHg
kg/m2s2
133.32 Pa
mmHg = 295 m
Sonntag, Borgnakke and van Wylen
2.72
A piece of experimental apparatus is located where g = 9.5 m/s2 and the
temperature is 5°C. An air flow inside the apparatus is determined by measuring
the pressure drop across an orifice with a mercury manometer (see Problem 2.77
for density) showing a height difference of 200 mm. What is the pressure drop in
kPa?
Solution:
∆P = ρgh ; ρHg = 13600 kg/m3
∆P = 13 600 kg/m3 × 9.5 m/s2 × 0.2 m = 25840 Pa = 25.84 kPa
g
Air
Sonntag, Borgnakke and van Wylen
2.73
Two piston/cylinder arrangements, A and B, have their gas chambers connected
by a pipe. Cross-sectional areas are AA = 75 cm2 and AB = 25 cm2 with the piston
mass in A being mA = 25 kg. Outside pressure is 100 kPa and standard
gravitation. Find the mass mB so that none of the pistons have to rest on the
bottom.
Solution:
P
P
o
o
cb
Force balance for both pistons: F↑ = F↓
A: mPAg + P0AA = PAA
B: mPBg + P0AB = PAB
Same P in A and B gives no flow between them.
mPAg
AA
+ P0 =
mPBg
AB
+ P0
=> mPB = mPA AA/ AB = 25 × 25/75 = 8.33 kg
Sonntag, Borgnakke and van Wylen
2.74
Two hydraulic piston/cylinders are of same size and setup as in Problem 2.73, but
with negligible piston masses. A single point force of 250 N presses down on
piston A. Find the needed extra force on piston B so that none of the pistons have
to move.
Solution:
AA = 75 cm2 ;
AB = 25 cm2
No motion in connecting pipe: PA = PB
Forces on pistons balance
P
o
Po
cb
A
B
FB
FA
PA = P0 + FA / AA = PB = P0 + FB / AB
FB = FA ×
AB
AA
= 250 ×
25
75 = 83.33 N
Sonntag, Borgnakke and van Wylen
2.75
A pipe flowing light oil has a manometer attached as shown in Fig. P2.75. What
is the absolute pressure in the pipe flow?
Solution:
Table A.3: ρoil = 910 kg/m3; ρwater = 997 kg/m3
PBOT = P0 + ρwater g Htot = P0 + 997 × 9.807 × 0.8
= Po + 7822 Pa
PPIPE = PBOT – ρwater g H1 – ρoil g H2
= PBOT – 997 × 9.807 × 0.1 – 910 × 9.807 × 0.2
= PBOT – 977.7 Pa – 1784.9 Pa
PPIPE = Po + (7822 – 977.7 – 1784.9) Pa
= Po + 5059.4 Pa = 101.325 + 5.06 = 106.4 kPa
Sonntag, Borgnakke and van Wylen
2.76
Two cylinders are filled with liquid water, ρ = 1000 kg/m3, and connected by a
line with a closed valve. A has 100 kg and B has 500 kg of water, their cross-
sectional areas are AA = 0.1 m2 and AB = 0.25 m2 and the height h is 1 m. Find
the pressure on each side of the valve. The valve is opened and water flows to an
equilibrium. Find the final pressure at the valve location.
Solution:
VA = vH2OmA = mA/ρ = 0.1 = AAhA => hA = 1 m
VB = vH2OmB = mB/ρ = 0.5 = ABhB => hB = 2 m
PVB = P0 + ρg(hB+H) = 101325 + 1000 × 9.81 × 3 = 130 755 Pa
PVA = P0 + ρghA = 101325 + 1000 × 9.81 × 1 = 111 135 Pa
Equilibrium: same height over valve in both
Vtot = VA + VB = h2AA + (h2 - H)AB ⇒ h2 =
hAAA + (hB+H)AB
AA + AB
= 2.43 m
PV2 = P0 + ρgh2 = 101.325 + (1000 × 9.81 × 2.43)/1000 = 125.2 kPa
Sonntag, Borgnakke and van Wylen
Temperature
2.77
The density of mercury changes approximately linearly with temperature as
ρHg = 13595 − 2.5 T kg/ m3 T in Celsius
so the same pressure difference will result in a manometer reading that is
influenced by temperature. If a pressure difference of 100 kPa is measured in the
summer at 35°C and in the winter at −15°C, what is the difference in column
height between the two measurements?
Solution:
The manometer reading h relates to the pressure difference as
∆P = ρ L g ⇒ L =
∆P
ρg
The manometer fluid density from the given formula gives
ρsu = 13595 − 2.5 × 35 = 13507.5 kg/m3
ρw = 13595 − 2.5 × (−15) = 13632.5 kg/m3
The two different heights that we will measure become
Lsu =
100 × 103
13507.5 × 9.807
kPa (Pa/kPa)
(kg/m3) m/s2 = 0.7549 m
Lw =
100 × 103
13632.5 × 9.807
kPa (Pa/kPa)
(kg/m3) m/s2 = 0.7480 m
∆L = Lsu - Lw = 0.0069 m = 6.9 mm
Sonntag, Borgnakke and van Wylen
2.78
A mercury thermometer measures temperature by measuring the volume
expansion of a fixed mass of liquid Hg due to a change in the density, see
problem 2.35. Find the relative change (%) in volume for a change in
temperature from 10°C to 20°C.
Solution:
From 10°C to 20°C
At 10°C : ρHg = 13595 – 2.5 × 10 = 13570 kg/m3
At 20°C : ρHg = 13595 – 2.5 × 20 = 13545 kg/m3
The volume from the mass and density is: V = m/ρ
Relative Change =
V20– V10
V10
=
(m/ρ20) - (m/ρ10)
m/ρ10
=
ρ10
ρ20
– 1 =
13570
13545 – 1 = 0.0018 (0.18%)
Sonntag, Borgnakke and van Wylen
2.79
Using the freezing and boiling point temperatures for water in both Celsius and
Fahrenheit scales, develop a conversion formula between the scales. Find the
conversion formula between Kelvin and Rankine temperature scales.
Solution:
TFreezing = 0 oC = 32 F; TBoiling = 100 oC = 212 F
∆T = 100 oC = 180 F ⇒ ToC = (TF - 32)/1.8 or TF = 1.8 ToC + 32
For the absolute K & R scales both are zero at absolute zero.
TR = 1.8 × TK
Sonntag, Borgnakke and van Wylen
2.80
The atmosphere becomes colder at higher elevation. As an average the standard
atmospheric absolute temperature can be expressed as Tatm = 288 - 6.5 × 10−3 z,
where z is the elevation in meters. How cold is it outside an airplane cruising at
12 000 m expressed in Kelvin and in Celsius?
Solution:
For an elevation of z = 12 000 m we get
Tatm = 288 - 6.5 × 10−3 z = 210 K
To express that in degrees Celsius we get
TC = T – 273.15 = −63.15oC
Sonntag, Borgnakke and van Wylen
Review Problems
2.81
Repeat problem 2.72 if the flow inside the apparatus is liquid water, ρ ≅ 1000
kg/m3, instead of air. Find the pressure difference between the two holes flush
with the bottom of the channel. You cannot neglect the two unequal water
columns.
Solution: Balance forces in the manometer:
P P
1
. 2
·
h
h1
2
H
(H - h2) - (H - h1) = ∆hHg = h1 - h2
P1A + ρH2Oh1gA + ρHg(H - h1)gA
= P2A + ρH2Oh2gA + ρHg(H - h2)gA
⇒ P1 - P2 = ρH2O(h2 - h1)g + ρHg(h1 - h2)g
P1 - P2 = ρHg∆hHgg - ρH2O∆hHgg = 13600 × 0.2 × 9.5 - 1000 × 0.2 × 9.5
= 25840 - 1900 = 23940 Pa = 23.94 kPa
Sonntag, Borgnakke and van Wylen
2.82
The main waterline into a tall building has a pressure of 600 kPa at 5 m elevation
below ground level. How much extra pressure does a pump need to add to ensure
a water line pressure of 200 kPa at the top floor 150 m above ground?
Solution:
The pump exit pressure must balance the top pressure plus the column
∆P. The pump inlet pressure provides part of the absolute pressure.
Pafter pump = Ptop + ∆P
∆P = ρgh = 997 kg/m3 × 9.807 m/s2 × (150 + 5) m
= 1 515 525 Pa = 1516 kPa
Pafter pump = 200 + 1516 = 1716 kPa
∆Ppump = 1716 – 600 = 1116 kPa
Sonntag, Borgnakke and van Wylen
2.83
A 5-kg piston in a cylinder with diameter of 100 mm is loaded with a linear
spring and the outside atmospheric pressure of 100 kPa. The spring exerts no
force on the piston when it is at the bottom of the cylinder and for the state
shown, the pressure is 400 kPa with volume 0.4 L. The valve is opened to let
some air in, causing the piston to rise 2 cm. Find the new pressure.
Solution:
A linear spring has a force linear proportional to displacement. F = k x, so
the equilibrium pressure then varies linearly with volume: P = a + bV, with an
intersect a and a slope b = dP/dV. Look at the balancing pressure at zero volume
(V -> 0) when there is no spring force F = PA = PoA + mpg and the initial state.
These two points determine the straight line shown in the P-V diagram.
Piston area = AP = (π/4) × 0.12 = 0.00785 m2
400
106.2
2
1
0 0.4
P
V
0.557
2
P
a = P0 +
mpg
Ap
= 100 kPa +
5 × 9.80665
0.00785 Pa
= 106.2 kPa intersect for zero volume.
V2 = 0.4 + 0.00785 × 20 = 0.557 L
P2 = P1 +
dP
dV ∆V
= 400 +
(400-106.2)
0.4 - 0 (0.557 - 0.4)
= 515.3 kPa
Sonntag, Borgnakke and van Wylen
2.84
In the city water tower, water is pumped up to a level 25 m above ground in a
pressurized tank with air at 125 kPa over the water surface. This is illustrated in
Fig. P2.84. Assuming the water density is 1000 kg/m3 and standard gravity, find
the pressure required to pump more water in at ground level.
Solution:
∆P = ρ L g
= 1000 kg/m3 × 25 m × 9.807 m/s2
= 245 175 Pa = 245.2 kPa
Pbottom = Ptop + ∆P
= 125 + 245.2
= 370 kPa
cb
Sonntag, Borgnakke and van Wylen
2.85
Two cylinders are connected by a piston as shown in Fig. P2.85. Cylinder A is
used as a hydraulic lift and pumped up to 500 kPa. The piston mass is 25 kg and
there is standard gravity. What is the gas pressure in cylinder B?
Solution:
Force balance for the piston: PBAB + mpg + P0(AA - AB) = PAAA
AA = (π/4)0.12 = 0.00785 m2; AB = (π/4)0.0252 = 0.000 491 m2
PBAB = PAAA - mpg - P0(AA - AB) = 500× 0.00785 - (25 × 9.807/1000)
- 100 (0.00785 - 0.000 491) = 2.944 kN
PB = 2.944/0.000 491 = 5996 kPa = 6.0 MPa
P
B
GAS
A Oil
P
o
cb
Sonntag, Borgnakke and van Wylen
2.86
A dam retains a lake 6 m deep. To construct a gate in the dam we need to know
the net horizontal force on a 5 m wide and 6 m tall port section that then replaces
a 5 m section of the dam. Find the net horizontal force from the water on one side
and air on the other side of the port.
Solution:
Pbot = P0 + ∆P
∆P = ρgh = 997× 9.807× 6 = 58 665 Pa = 58.66 kPa
Neglect ∆P in air
Fnet = Fright – Fleft = Pavg A - P0A
Pavg = P0 + 0.5 ∆P Since a linear pressure variation with depth.
Fnet = (P0 + 0.5 ∆P)A - P0A = 0.5 ∆P A = 0.5 × 58.66 × 5 × 6 = 880 kN
F
F
left
right
SOLUTION MANUAL
ENGLISH UNIT PROBLEMS
CHAPTER 2
FUNDAMENTALS
of
Thermodynamics
Sixth Edition
SONNTAG • BORGNAKKE • VAN WYLEN
Sonntag, Borgnakke and Wylen
CHAPTER 2
SUBSECTION PROB NO.
Concept-Study Guide Problems 87-91
Properties and Units 92
Force, Energy and Specific Volume 93-96
Pressure, Manometers and Barometers 97-103
Temperature 104-105
Correspondence table
The correspondence between the problem set in this sixth edition versus the
problem set in the 5'th edition text. Problems that are new are marked new and the
SI number refers to the corresponding 6th
edition SI unit problem.
New 5th
Ed. SI New 5th
Ed. SI
87 new - 97 43E 43
88 new 11 98 new 50
89 new 12 99 new 53
90 new 19 100 45E 70
91 new 20 101 46E 45
92 new 24 102 new 82
93 39E 33 103 48E 55
94 40E - 104 new 80
95 new 47 105 47E 77
96 42E 42
Sonntag, Borgnakke and Wylen
Concept Problems
2.87E
A mass of 2 lbm has acceleration of 5 ft/s2, what is the needed force in lbf?
Solution:
Newtons 2nd
law: F = ma
F = ma = 2 lbm × 5 ft/s2 = 10 lbm ft/s2
=
10
32.174 lbf = 0.31 lbf
2.88E
How much mass is in 0.25 gallon of liquid mercury (Hg)? Atmospheric air?
Solution:
A volume of 1 gal equals 231 in3, see Table A.1. From Figure 2.7 the density is in
the range of 10 000 kg/m3 = 624.28 lbm/ft3, so we get
m = ρV = 624.3 lbm/ft3 × 0.25 × (231/123 ) ft3 = 20.86 lbm
A more accurate value from Table F.3 is ρ = 848 lbm/ft3.
For the air we see in Figure 2.7 that density is about 1 kg/m3 = 0.06243 lbm/ft3 so
we get
m = ρV = 0.06243 lbm/ft3 × 0.25 × (231/123 ) ft3 = 0.00209 lbm
A more accurate value from Table F.4 is ρ = 0.073 lbm/ft3 at 77 F, 1 atm.
Sonntag, Borgnakke and Wylen
2.89E
Can you easily carry a one gallon bar of solid gold?
Solution:
The density of solid gold is about 1205 lbm/ft3 from Table F.2, we could also
have read Figure 2.7 and converted the units.
V = 1 gal = 231 in3 = 231 × 12-3 ft3 = 0.13368 ft3
Therefore the mass in one gallon is
m = ρV = 1205 lbm/ft3 × 0.13368 ft3
= 161 lbm
and some people can just about carry that in the standard gravitational field.
2.90E
What is the temperature of –5F in degrees Rankine?
Solution:
The offset from Fahrenheit to Rankine is
459.67 R, so we get
TR = TF + 459.67 = -5 + 459.67
= 454.7 R
2.91E
What is the smallest temperature in degrees Fahrenheit you can have? Rankine?
Solution:
The lowest temperature is absolute zero which is
at zero degrees Rankine at which point the
temperature in Fahrenheit is negative
TR = 0 R = −459.67 F
Sonntag, Borgnakke and Wylen
Properties and Units
2.92E
An apple weighs 0.2 lbm and has a volume of 6 in3 in a refrigerator at 38 F. What
is the apple density? List three intensive and two extensive properties for the
apple.
Solution:
ρ =
m
V =
0.2
6
lbm
in3 = 0.0333
lbm
in3 = 57.6
lbm
ft3
Intensive
ρ = 57.6
lbm
ft3 ; v =
1
ρ
= 0.0174
ft3
lbm
T = 38 F; P = 14.696 lbf/in2
Extensive
m = 0.2 lbm
V = 6 in3 = 0.026 gal = 0.00347 ft3
Sonntag, Borgnakke and Wylen
Force, Energy, Density
2.93E
A 2500-lbm car moving at 15 mi/h is accelerated at a constant rate of 15 ft/s2 up
to a speed of 50 mi/h. What are the force and total time required?
Solution:
a =
dV
dt =
∆V
∆t
⇒ ∆t =
∆V
a
∆t =
(50 − 15) mi/h × 1609.34 m/mi × 3.28084 ft/m
3600 s/h × 15 ft/s2 = 3.42 sec
F = ma = (2500 × 15 / 32.174) lbf = 1165 lbf
Sonntag, Borgnakke and Wylen
2.94E
Two pound moles of diatomic oxygen gas are enclosed in a 20-lbm steel
container. A force of 2000 lbf now accelerates this system. What is the
acceleration?
Solution:
The molecular weight for oxygen is M = 31.999 from Table F.1. The force
must accelerate both the container and the oxygen mass.
mO2
= nO2
MO2
= 2 × 31.999 = 64 lbm
mtot = mO2
+ msteel = 64 + 20 = 84 lbm
a =
F
mtot
=
2000 lbf
84 lbm × 32.174
lbm ft s-2
lbf = 766 ft/s2
Sonntag, Borgnakke and Wylen
2.95E
A valve in a cylinder has a cross sectional area of 2 in2 with a pressure of 100
psia inside the cylinder and 14.7 psia outside. How large a force is needed to open
the valve?
Solution:
Fnet = PinA – PoutA
= (100 – 14.7) psia × 2 in2
= 170.6 (lbf/in2) × in2
= 170.6 lbf cb
Pcyl
Sonntag, Borgnakke and Wylen
2.96E
One pound-mass of diatomic oxygen (O
2
molecular weight 32) is contained in a
100-gal tank. Find the specific volume on both a mass and mole basis (v and v ).
Solution:
V = 231 in3 = (231 / 123) ft3 = 0.1337 ft3 conversion seen in Table A.1
This is based on the definition of the specific volume
v = V/m = 0.1337 ft3/1 lbm = 0.1337 ft3/lbm
v̄ = V/n =
V
m/M = Mv = 32 × 0.1337 = 4.278 ft3/lbmol
Sonntag, Borgnakke and Wylen
Pressure
2.97E
A 30-lbm steel gas tank holds 10 ft3 of liquid gasoline, having a density of 50
lbm/ft3. What force is needed to accelerate this combined system at a rate of 15
ft/s2?
Solution:
m = mtank + mgasoline
= 30 lbm + 10 ft3 × 50 lbm/ft3
= 530 lbm
cb
F = ma = (530 lbm × 15 ft/s2) / (32.174 lbm ft/s2 lbf) = 247.1 lbf
Sonntag, Borgnakke and Wylen
2.98E
A laboratory room keeps a vacuum of 4 in. of water due to the exhaust fan. What
is the net force on a door of size 6 ft by 3 ft?
Solution:
The net force on the door is the difference between the forces on the two sides as
the pressure times the area
F = Poutside A – Pinside A = ∆P × A
= 4 in H2O × 6 ft × 3 ft
= 4 × 0.036126 lbf/in2 × 18 ft2 × 144 in2/ft2
= 374.6 lbf
Table A.1: 1 in H2O is 0.036 126 lbf/in2, unit also often listed as psi.
Sonntag, Borgnakke and Wylen
2.99E
A 7 ft m tall steel cylinder has a cross sectional area of 15 ft2. At the bottom with
a height of 2 ft m is liquid water on top of which is a 4 ft high layer of gasoline.
The gasoline surface is exposed to atmospheric air at 14.7 psia. What is the
highest pressure in the water?
Solution:
The pressure in the fluid goes up with the
depth as
P = Ptop + ∆P = Ptop + ρgh
and since we have two fluid layers we get
P = Ptop + [(ρh)gasoline + (ρh)water]g
The densities from Table F.4 are:
Air
Water
4 ft
2 ft
Gasoline
ρgasoline = 46.8 lbm/ft3; ρwater = 62.2 lbm/ft3
P = 14.7 + [46.8 × 4 + 62.2 × 2]
32.174
144 × 32.174
= 16.86 lbf/in2
Sonntag, Borgnakke and Wylen
2.100E
A U-tube manometer filled with water, density 62.3 lbm/ft3, shows a height
difference of 10 in. What is the gauge pressure? If the right branch is tilted to
make an angle of 30° with the horizontal, as shown in Fig. P2.72, what should the
length of the column in the tilted tube be relative to the U-tube?
Solution:
h
H
30°
∆P = F/A = mg/A = hρg
=
(10/12)× 62.3 × 32.174
32.174 ×144
= Pgauge = 0.36 lbf/in2
h = H × sin 30°
⇒ H = h/sin 30° = 2h = 20 in = 0.833 ft
Sonntag, Borgnakke and Wylen
2.101E
A piston/cylinder with cross-sectional area of 0.1 ft2 has a piston mass of 200 lbm
resting on the stops, as shown in Fig. P2.45. With an outside atmospheric pressure
of 1 atm, what should the water pressure be to lift the piston?
Solution:
The force acting down on the piston comes from gravitation and the
outside atmospheric pressure acting over the top surface.
Force balance: F↑ = F↓ = PA = mpg + P0A
Now solve for P (multiply by 144 to convert from ft2 to in2)
P = P0 +
mpg
A = 14.696 +
200 × 32.174
0.1 × 144 × 32.174
= 14.696 psia + 13.88 psia = 28.58 lbf/in2
Water
cb
Sonntag, Borgnakke and Wylen
2.102E
The main waterline into a tall building has a pressure of 90 psia at 16 ft elevation
below ground level. How much extra pressure does a pump need to add to ensure
a waterline pressure of 30 psia at the top floor 450 ft above ground?
Solution:
The pump exit pressure must balance the top pressure plus the column
∆P. The pump inlet pressure provides part of the absolute pressure.
Pafter pump = Ptop + ∆P
∆P = ρgh = 62.2 lbm/ft3 × 32.174 ft/s2 × (450 + 16) ft ×
1 lbf s2
32.174 lbm ft
= 28 985 lbf/ft2 = 201.3 lbf/in2
Pafter pump = 30 + 201.3 = 231.3 psia
∆Ppump = 231.3 – 90 = 141.3 psi
Sonntag, Borgnakke and Wylen
2.103E
A piston, mp = 10 lbm, is fitted in a cylinder, A = 2.5 in.2, that contains a gas. The
setup is in a centrifuge that creates an acceleration of 75 ft/s2. Assuming standard
atmospheric pressure outside the cylinder, find the gas pressure.
Solution:
Force balance: F↑ = F↓ = P0A + mpg = PA
P = P0 +
mpg
A
= 14.696 +
10 × 75
2.5 × 32.174
lbm ft/s2
in2
lbf-s2
lbm-ft
= 14.696 + 9.324 = 24.02 lbf/in2
gas
g
Po
Sonntag, Borgnakke and Wylen
Temperature
2.104E
The atmosphere becomes colder at higher elevation. As an average the standard
atmospheric absolute temperature can be expressed as Tatm = 518 - 3.84 × 10−3 z,
where z is the elevation in feet. How cold is it outside an airplane cruising at 32
000 ft expressed in Rankine and in Fahrenheit?
Solution:
For an elevation of z = 32 000 ft we get
Tatm = 518 – 3.84 × 10−3 z = 395.1 R
To express that in degrees Fahrenheit we get
TF = T – 459.67 = −64.55 F
Sonntag, Borgnakke and Wylen
2.105E
The density of mercury changes approximately linearly with temperature as
ρHg = 851.5 - 0.086 T lbm/ft3 T in degrees Fahrenheit
so the same pressure difference will result in a manometer reading that is
influenced by temperature. If a pressure difference of 14.7 lbf/in.2 is measured in
the summer at 95 F and in the winter at 5 F, what is the difference in column
height between the two measurements?
Solution:
∆P = ρgh ⇒ h = ∆P/ρg
ρsu = 843.33 lbm/ft3; ρw = 851.07 lbm/ft3
hsu =
14.7 × 144 × 32.174
843.33 × 32.174
= 2.51 ft = 30.12 in
hw =
14.7 × 144 × 32.174
851.07 × 32.174
= 2.487 ft = 29.84 in
∆h = hsu - hw = 0.023 ft = 0.28 in
SOLUTION MANUAL
ENGLISH UNIT PROBLEMS
CHAPTER 3
FUNDAMENTALS
of
Thermodynamics
Sixth Edition
SONNTAG • BORGNAKKE • VAN WYLEN
Sonntag, Borgnakke and van Wylen
CONTENT CHAPTER 3
SUBSECTION PROB NO.
Correspondence table
Study guide problems 1-20
Phase diagrams, triple and critical points 21-28
General tables 29-63
Ideal gas 64-79
Compressibility factor 79-89
Review problems 90-115
Linear interpolation 116-121
Computer tables 122-127
English unit problems 128-158
Sonntag, Borgnakke and van Wylen
Correspondence Table
CHAPTER 3 6th
edition Sonntag/Borgnakke/Wylen
The set of problems have a correspondence to the 5th edition Fundamentals of
Thermodynamics as:
Problems 3.1 through 3.20 are all new
New 5th New 5th New 5th
21 new 57 46 93 30 mod
22 2 58 48 94 31 mod
23 1 59 39 mod 95 32
24 60 57 96 new
25 3 61 51 97 60
26 new 62 new 98 55
27 4 63 new 99 new
28 28 mod 64 5 100 59
29 new 65 new 101 53
30 23 66 22 102 54
31 28 mod 67 6 103 50
32 24 68 new 104 49
33 new 69 8 105 45
34 new 70 new 106 56
35 new 71 10 107 9
36 29 72 13 108 52
37 new 73 new 109 7
38 new 74 25 110 47
39 27 mod 75 new 111 11
40 new 76 new 112 12
41 37 77 new 113 16
42 41 78 17 114 38
43 new 79 14 115 34
44 new 80 19 116 new
45 new 81 33 117 new
46 new 82 new 118 new
47 36 83 new 119 new
48 new 84 new 120 new
49 58 85 new 121 new
50 35 86 20 122 new
51 42 87 new 123 new
52 new 88 21 124 new
53 43 89 18 125 new
54 new 90 26 mod 126 86
55 40 91 16 mod 127 87
56 44 92 30 mod
Sonntag, Borgnakke and van Wylen
The English unit problem correspondence is
New 5th
Ed. SI New 5th
Ed. SI
128 new 5 143 77E 53
129 new 7 144 new 62
130 new 9 145 79E 58
131 new 11 146 62E 69
132 new 17 147 new 65
133 new 23 148 69E c+d 70E d -
134 61E 27 149 72E 81
135 68E a-c 30 150 64E 113
136 68E d-f 30 151 new 74
137 new 40 152 81E 49
138 70E 36 153 new 99
139 73E 47 154 71E 95
140 74E 41 155 80E 61
141 new 44 156 83E 106
142 76E 51 157 65E 89
158 66E -
The Computer, design and open-ended problem correspondence is
New 5th New 5th New 5th
159 new 163 90 167 94
160 new 164 91 168 95
161 88 165 92
162 89 166 93
mod indicates a modification from the previous problem that changes the solution
but otherwise is the same type problem.
Sonntag, Borgnakke and van Wylen
Concept-Study Guide Problems
Sonntag, Borgnakke and van Wylen
3.1
What is the lowest temperature (approximately) at which water can be liquid?
Look at the phase diagram in Fig. 3.7. At the
border between ice I, ice III and the liquid region
is a triple point which is the lowest T where you
can have liquid. From the figure it is estimated to
be about 255 K i.e. at -18oC.
T ≈ 255 K ≈ - 18°C
ln P
T
V
L
S
CR.P.
lowest T liquid
3.2
What is the percent change in volume as liquid water freezes? Mention some effects
in nature and for our households the volume change can have.
The density of water in the different phases can be found in Tables A.3 and A.4
and in Table B.1.
From Table B.1.1 vf = 0.00100 m3/kg
From Table B.1.5 vi = 0.0010908 m3/kg
Percent change: 100
vi – vf
vf
= 100 ×
0.0010908 – 0.001
0.001 = 9.1 % increase
Liquid water that seeps into cracks or other confined spaces and then freezes
will expand and widen the cracks. This is what destroys any pourous material
exposed to the weather on buildings, roads and mountains.
3.3
When you skate on ice a thin liquid film forms under the skate; how can that be?
The ice is at some temperature below the freezing temperature for the
atmospheric pressure of 100 kPa = 0.1 MPa and thus to the left of the fusion line in
the solid ice I region of Fig. 3.7. As the skate comes over the ice the pressure is
increased dramatically right under the blade so it brings the state straight up in the
diagram crossing the fusion line and brings it into a liquid state at same temperature.
The very thin liquid film under the skate changes the friction to be viscous rather
than a solid to solid contact friction. Friction is thus significantly reduced.
Sonntag, Borgnakke and van Wylen
3.4
An external water tap has the valve activated by a long spindle so the closing
mechanism is located well inside the wall. Why is that?
Solution:
By having the spindle inside the wall the coldest location with water when the valve
is closed is kept at a temperature above the freezing point. If the valve spindle was
outside there would be some amount of water that could freeze while it is trapped
inside the pipe section potentially rupturing the pipe.
3.5
Some tools should be cleaned in water at a least 150oC. How high a P is needed?
Solution:
If I need liquid water at 150oC I must have a pressure that is at least the saturation
pressure for this temperature.
Table B.1.1: 150oC Psat = 475.9 kPa.
3.6
Are the pressures in the tables absolute or gauge pressures?
Solution:
The behavior of a pure substance depends on the absolute pressure, so P in the tables
is absolute.
3.7
If I have 1 L ammonia at room pressure and temperature (100 kPa, 20oC) how much
mass is that?
Ammonia Tables B.2:
B.2.1 Psat = 857.5 kPa at 20oC so superheated vapor.
B.2.2 v = 1.4153 m3/kg under subheading 100 kPa
m =
V
v =
0.001 m3
1.4153 m3/kg
= 0.000 706 kg = 0.706 g
Sonntag, Borgnakke and van Wylen
3.8
How much is the change in liquid specific volume for water at 20oC as you move up
from state i towards state j in figure 3.12 reaching 15 000 kPa?
State “i”, here “a”, is saturated liquid and up is then compressed liquid states
a Table B.1.1: vf = 0.001 002 m3/kg at 2.34 kPa
b Table B.1.4: vf = 0.001 002 m3/kg at 500 kPa
c Table B.1.4: vf = 0.001 001 m3/kg at 2000 kPa
d Table B.1.4: vf = 0.001 000 m3/kg at 5000 kPa
e Table B.1.4: vf = 0.000 995 m3/kg at 15 000 kPa
f Table B.1.4: vf = 0.000 980 m3/kg at 50 000 kPa
Notice how small the changes in v are for very large changes in P.
v
T
v
P
a
b
c
T = 20 C
o
d
e
f
f-a
P
T
v
V
L
S
C.P.
a
f
Sonntag, Borgnakke and van Wylen
3.9
For water at 100 kPa with a quality of 10% find the volume fraction of vapor.
This is a two-phase state at a given pressure:
Table B.1.2: vf = 0.001 043 m3/kg, vg = 1.6940 m3/kg
From the definition of quality we get the masses from total mass, m, as
mf = (1 – x) m, mg = x m
The volumes are
Vf = mf vf = (1 – x) m vf, Vg = mg vg = x m vg
So the volume fraction of vapor is
Fraction =
Vg
V =
Vg
Vg + Vf
=
x m vg
x m vg + (1 – x)m vf
=
0.1 × 1.694
0.1 × 1.694 + 0.9 × 0.001043
=
0.1694
0.17034 = 0.9945
Notice that the liquid volume is only about 0.5% of the total. We could also have
found the overall v = vf + xvfg and then V = m v.
Sonntag, Borgnakke and van Wylen
3.10
Sketch two constant-pressure curves (500 kPa and 30 000 kPa) in a T-v diagram and
indicate on the curves where in the water tables you see the properties.
P
0.5
MPa
30
C.P.
v
T
v
500 kPa
30 MPa
B
1
4
B.1.3
B
1
4 B.1.3
B.1.3
B.1.2
B.1.1
B.1.5
B.1.5
B.1.3
The 30 MPa line in Table B.1.4 starts at 0oC and table ends at 380oC, the line is
continued in Table B.1.3 starting at 375oC and table ends at 1300oC.
The 500 kPa line in Table B.1.4 starts at 0.01oC and table ends at the saturated
liquid state (151.86oC). The line is continued in Table B.1.3 starting at the saturated
vapor state (151.86oC) continuing up to 1300oC.
Sonntag, Borgnakke and van Wylen
3.11
Locate the state of ammonia at 200 kPa, -10oC. Indicate in both the P-v and the T-v
diagrams the location of the nearest states listed in the printed table B.2
T
C.P.
v
200 kPa
P C.P.
v
T
200
290.9
-18.9
-10
0
-18.9 C
-10 C 150
kPa
3.12
Why are most of the compressed liquid or solid regions not included in the printed
tables?
For the compressed liquid and the solid phases the specific volume and thus
density is nearly constant. These surfaces are very steep nearly constant v and there
is then no reason to fill up a table with the same value of v for different P and T.
Sonntag, Borgnakke and van Wylen
3.13
Water at 120oC with a quality of 25% has its temperature raised 20oC in a constant
volume process. What is the new quality and pressure?
Solution:
State 1 from Table B.1.1 at 120oC
v = vf + x vfg = 0.001060 + 0.25 × 0.8908 = 0.22376 m3/kg
State 2 has same v at 140oC also from Table B.1.1
x =
v - vf
vfg
=
0.22376 - 0.00108
0.50777 = 0.4385
P = Psat = 361.3 kPa
T
C.P.
v
P C.P.
v
T
198.5
361.3
120
140
120 C
140 C
Sonntag, Borgnakke and van Wylen
3.14
Water at 200 kPa with a quality of 25% has its temperature raised 20oC in a constant
pressure process. What is the new quality and volume?
Solution:
State 1 from Table B.1.2 at 200 kPa
v = vf + x vfg = 0.001061 + 0.25 × 0.88467 = 0.22223 m3/kg
State 2 has same P from Table B.1.2 at 200 kPa
T2 = Tsat + 20 = 120.23 + 20 = 140.23oC
so state is superheated vapor
x = undefined
v = 0.88573 + (0.95964 – 0.88573)
20
150 - 120.23 = 0.9354 m3/kg
T
C.P.
v
200 kPa
P C.P.
v
T
200
120
140
120.2 C
140 C
3.15
Why is it not typical to find tables for Ar, He, Ne or air like an Appendix B table?
The temperature at which these substances are close to the two-phase
region is very low. For technical applications with temperatures around
atmospheric or higher they are ideal gases. Look in Table A.2 and we can see the
critical temperatures as
Ar : 150.8 K He: 5.19 K Ne: 44.4 K
It requires a special refrigerator in a laboratory to bring a substance down
to these cryogenic temperatures.
Sonntag, Borgnakke and van Wylen
3.16
What is the relative (%) change in P if we double the absolute temperature of an
ideal gas keeping mass and volume constant? Repeat if we double V having m, T
constant.
Ideal gas law: PV = mRT
State 2: P2V = mRT2 = mR2T1 = 2P1V ⇒ P2 = 2P1
Relative change = ∆P/P1 = P1/P1 = 1 = 100%
State 3: P3V3 = mRT1 = P1V1 ⇒ P3 = P1V1/V3 = P1/2
Relative change = ∆P/P1 = -P1/2P1 = -0.5 = -50%
T
P
V
T
3
2
1
T1
2
V
2
1 3
Sonntag, Borgnakke and van Wylen
3.17
Calculate the ideal gas constant for argon and hydrogen based on table A.2 and
verify the value with Table A.5
The gas constant for a substance can be found from the universal gas constant from
the front inside cover and the molecular weight from Table A.2
Argon: R =
R
_
M =
8.3145
39.948 = 0.2081 kJ/kg K
Hydrogen: R =
R
_
M =
8.3145
2.016 = 4.1243 kJ/kg K
Sonntag, Borgnakke and van Wylen
3.18
How close to ideal gas behavior (find Z) is ammonia at saturated vapor, 100 kPa?
How about saturated vapor at 2000 kPa?
Table B.2.2: v1 = 1.1381 m3/kg, T1 = -33.6oC, P1 = 100 kPa
v2 = 0.06444 m3/kg, T2 = 49.37oC, P2 = 2000 kPa
Table A.5: R = 0.4882 kJ/kg K
Extended gas law: Pv = ZRT so we can calculate Z from this
Z1 =
P1v1
RT1
=
100 × 1.1381
0.4882 × (273.15 - 33.6)
= 0.973
Z2 =
P2v2
RT2
=
2000 × 0.06444
0.4882 × (273.15 + 49.37)
= 0.8185
So state 1 is close to ideal gas and state 2 is not so close.
ln Pr
Z
T = 2.0
r
T = 0.7
r
T = 0.7
r
0.1 1
T = 1.2
r
1 2
Sonntag, Borgnakke and van Wylen
3.19
Find the volume of 2 kg of ethylene at 270 K, 2500 kPa using Z from Fig. D.1
Ethylene Table A.2: Tc = 282.4 K, Pc = 5.04 MPa
Table A.5: R = 0.2964 kJ/kg K
The reduced temperature and pressure are:
Tr =
T
Tc
=
270
282.4 = 0.956, Pr =
P
Pc
=
2.5
5.04 = 0.496
Enter the chart with these coordinates and read: Z = 0.76
V =
mZRT
P =
2 × 0.76 × 0.2964 × 270
2500 = 0.0487 m3
ln Pr
Z
T = 2.0
r
T = 0.7
r
T = 0.7
r
0.1 1
T = 1.2
r
T = 0.96
r
0.5
Sonntag, Borgnakke and van Wylen
3.20
With Tr = 0.85 and a quality of 0.6 find the compressibility factor using Fig. D.1
For the saturated states we will use Table D.4 instead of the figure. There
we can see at Tr = 0.85
Zf = 0.062, Zg = 0.747
Z = (1 – x) Zf + xZg = (1 – 0.6) 0.062 + 0.6 × 0.747 = 0.473
Sonntag, Borgnakke and van Wylen
Phase Diagrams, Triple and Critical Points
3.21
Modern extraction techniques can be based on dissolving material in supercritical
fluids such as carbon dioxide. How high are pressure and density of carbon
dioxide when the pressure and temperature are around the critical point. Repeat
for ethyl alcohol.
Solution:
CO2 :
Table A.2: Pc = 7.38 MPa, Tc = 304 K, vc = 0.00212 m3/kg
ρc = 1/vc = 1/0.00212 = 472 kg/m3
C2H5OH:
Table A.2: Pc = 6.14 MPa, Tc = 514 K, vc = 0.00363 m3/kg
ρc = 1/vc = 1/0.00363 = 275 kg/m3
Sonntag, Borgnakke and van Wylen
3.22
Find the lowest temperature at which it is possible to have water in the liquid
phase. At what pressure must the liquid exist?
Solution:
There is no liquid at lower temperatures
than on the fusion line, see Fig. 3.6,
saturated ice III to liquid phase boundary is
at
T ≈ 263K ≈ - 10°C and
P ≈ 2100 MPa
ln P
T
V
L
S
CR.P.
lowest T liquid
Sonntag, Borgnakke and van Wylen
3.23
Water at 27°C can exist in different phases dependent upon the pressure. Give the
approximate pressure range in kPa for water being in each one of the three phases
vapor, liquid or solid.
Solution:
The phases can be seen in Fig. 3.6, a sketch
of which is shown to the right.
T = 27 °C = 300 Κ
From Fig. 3.6:
PVL ≈ 4 × 10−3 MPa = 4 kPa,
PLS = 103 MPa
ln P
T
V
L
S
CR.P.
S
0 < P < 4 kPa VAPOR
0.004 MPa < P < 1000 MPa LIQUID
P > 1000 MPa SOLID(ICE)
Sonntag, Borgnakke and van Wylen
3.24
What is the lowest temperature in Kelvins for which you can see metal as a liquid
if the metal is a. silver b. copper
Solution:
Assume the two substances have a phase diagram similar to Fig. 3.6, then
we can see the triple point data in Table 3.2
Ta = 961oC = 1234 K
Tb = 1083oC = 1356 K
Sonntag, Borgnakke and van Wylen
3.25
If density of ice is 920 kg/m3, find the pressure at the bottom of a 1000 m thick
ice cap on the north pole. What is the melting temperature at that pressure?
Solution:
ρICE = 920 kg/m3
∆P = ρgH = 920 kg/m3 × 9.80665 m/s2 × 1000 = 9022 118 Pa
P = Po + ∆P = 101.325 + 9022 = 9123 kPa
See figure 3.6 liquid solid interphase => TLS = −1°C
Sonntag, Borgnakke and van Wylen
3.26
Dry ice is the name of solid carbon dioxide. How cold must it be at atmospheric
(100 kPa) pressure? If it is heated at 100 kPa what eventually happens?
Solution:
The phase boundaries are shown in Figure 3.6
At 100 kPa the carbon dioxide is solid if T < 190 K
It goes directly to a vapor state without becoming a liquid hence its name.
The 100 kPa is below
the triple point.
ln P
T
V
L
S
100
kPa
Sonntag, Borgnakke and van Wylen
3.27
A substance is at 2 MPa, 17°C in a rigid tank. Using only the critical properties
can the phase of the mass be determined if the substance is nitrogen, water or
propane ?
Solution:
Find state relative to critical point properties which are from Table A.2:
a) Nitrogen N2 : 3.39 MPa 126.2 K
b) Water H2O : 22.12 MPa 647.3 K
c) Propane C3H8 : 4.25 MPa 369.8 K
State is at 17 °C = 290 K and 2 MPa < Pc
for all cases:
N2 : T >> Tc Superheated vapor P < Pc
H2O : T << Tc ; P << Pc
you cannot say.
C3H8 : T < Tc ; P < Pc you cannot say
ln P
T
Vapor
Liquid Cr.P.
a
c
b
Sonntag, Borgnakke and van Wylen
3.28
Give the phase for the following states.
Solution:
a. CO2 T = 267°C P = 0.5 MPa Table A.2
superheated vapor assume ideal gas Table A.5
b. Air T = 20°C P = 200 kPa Table A.2
superheated vapor assume ideal gas Table A.5
c. NH3 T = 170°C P = 600 kPa Table B.2.2 or A.2
T > Tc => superheated vapor
P C.P.
v
T
v
T
a,b,c
a, b, c
P = const.
Sonntag, Borgnakke and van Wylen
3.29
Determine the phase of the substance at the given state using Appendix B tables
a) Water 100°C, 500 kPa
b) Ammonia -10°C, 150 kPa
c) R-12 0°C, 350 kPa
Solution:
a) From Table B.1.1 Psat(100°C) = 101.3 kPa
500 kPa > Psat then it is compressed liquid
OR from Table B.1.2 Tsat(500 kPa) = 152°C
100°C < Tsat then it is subcooled liquid = compressed liquid
b) Ammonia NH3 :
Table B.2.1: P < Psat(-10 °C) = 291 kPa
Superheated vapor
c) R-12
Table B.3.1: P > Psat(0 °C) = 309 kPa
Compressed liquid.
The S-L fusion line goes slightly to the
left for water. It tilts slightly to the right
for most other substances.
ln P
T
Vapor
L Cr.P.
a, c
b
S
Sonntag, Borgnakke and van Wylen
3.30
Determine whether water at each of the following states is a compressed liquid, a
superheated vapor, or a mixture of saturated liquid and vapor.
a. P = 10 MPa, v = 0.003 m3/kg b. 1 MPa, 190°C
c. 200°C, 0.1 m3/kg d. 10 kPa, 10°C
Solution:
For all states start search in table B.1.1 (if T given) or B.1.2 (if P given)
a. P = 10 MPa, v = 0.003 m3/kg so look in B.1.2 at 10 MPa
vf = 0.001452; vg = 0.01803 m3/kg,
=> vf < v < vg => so mixture of liquid and vapor.
b. 1 MPa, 190°C : Only one of the two look-ups is needed
B.1.1: P < Psat = 1254.4 kPa so it is superheated vapor
B.1.2: T > Tsat = 179.91°C so it is superheated vapor
c. 200°C, 0.1 m3/kg: look in B.1.1
vf = 0.001156 m3/kg ; vg = 0.12736 m3/kg,
=> vf < v < vg => so mixture of liquid and vapor.
d. 10 kPa, 10°C : Only one of the two look-ups is needed
From B.1.1: P > Pg = 1.2276 kPa so compressed liquid
From B.1.2: T < Tsat = 45.8 °C so compressed liquid
States shown are
placed relative to the
two-phase region, not
to each other.
P C.P.
v
T
C.P.
v
T
a
d
c
b
d
a c
b
P = const.
Sonntag, Borgnakke and van Wylen
3.31
Give the phase for the following states.
Solution:
a. H2O T = 275°C P = 5 MPa Table B.1.1 or B.1.2
B.1.1 Psat = 5.94 MPa => superheated vapor
B.1.2 Tsat = 264°C => superheated vapor
b. H2O T = −2°C P = 100 kPa Table B.1.1 T < Ttriple point
Table B.1.5 at −2°C Psat = 0.518 kPa
since P > Psat => compressed solid
States shown are
placed relative to the
two-phase region, not
to each other.
Note state b in P-v, see in
3-D figure, is up on the
solid face.
P C.P.
v
T
C.P.
v
T
a
b
a
b
P = const.
P
T
v
V
L
S
C.P.
a
b
Sonntag, Borgnakke and van Wylen
3.32
Determine whether refrigerant R-22 in each of the following states is a
compressed liquid, a superheated vapor, or a mixture of saturated liquid and
vapor.
Solution:
All cases are seen in Table B.4.1
a. 50°C, 0.05 m3/kg From table B.4.1 at 50°C vg = 0.01167 m3/kg
since v > vg we have superheated vapor
b. 1.0 MPa, 20°C From table B.4.1 at 20°C Pg = 909.9 kPa
since P > Pg we have compressed liquid
c. 0.1 MPa, 0.1 m3/kg From table B.4.1 at 0.1 MPa (use 101 kPa)
vf = 0.0007 and vg = 0.2126 m3/kg
as vf < v < vg we have a mixture of liquid &
vapor
d −20°C, 200 kPa superheated vapor, P < Pg = 244.8 kPa at -20°C
States shown are
placed relative to the
two-phase region, not
to each other.
P C.P.
v
T
C.P.
v
T
a
d
c
b
d
a
c
b
P = const.
Sonntag, Borgnakke and van Wylen
General Tables
3.33
Fill out the following table for substance water:
Solution:
P [kPa] T [ oC] v [m3/kg] x
a) 500 20 0.001002 Undefined
b) 500 151.86 0.20 0.532
c) 1400 200 0.14302 Undefined
d) 8581 300 0.01762 0.8
a) Table B.1.1 P > Psat so it is compressed liquid => Table B.1.4
b) Table B.1.2 vf < v < vg so two phase L + V
x =
v - vf
vfg
= (0.2 – 0.001093) / 0.3738 = 0.532
T = Tsat = 151.86oC
c) Only one of the two look-up is needed
Table B.1.1 200oC P < Psat = => superheated vapor
Table B.1.2 1400 kPa T > Tsat = 195oC
Table B.1.3 subtable for 1400 kPa gives the state properties
d) Table B.1.1 since quality is given it is two-phase
v = vf + x × vfg = 0.001404 + 0.8 × 0.02027 = 0.01762 m3/kg
3.34
Place the four states a-d listed in Problem 3.33 as labeled dots in a sketch of the
P-v and T-v diagrams.
Solution:
T
C.P.
v
d
a
c
b
P = const.
P C.P.
v
T
a
d
c
b
500
1400
8581
20
152
200
300
Sonntag, Borgnakke and van Wylen
3.35
Determine the phase and the specific volume for ammonia at these states using
the Appendix B table.
a. –10oC, 150 kPa
b. 20oC, 100 kPa
c. 60oC, quality 25%
Solution:
Ammonia, NH3, properties from Table B.2
a)
Table B.2.1: P < Psat(-10 °C) = 291 kPa
Superheated vapor B.2.2 v = 0.8336 m
3
/kg
b)
Table B.2.1 at given T: Psat = 847.5 kPa so P < Psat
Superheated vapor B.2.2 v = 1.4153 m
3
/kg
c)
Table B.2.1 enter with T (this is two-phase L + V)
v = vf + x vfg = 0.001834 + x × 0.04697 = 0.01358 m3/kg
Sonntag, Borgnakke and van Wylen
3.36
Give the phase and the specific volume.
Solution:
a. R-22 T = −25°C P = 100 kPa
Table B.4.1 at given T: Psat = 201 kPa so P < Psat =>
sup. vap. B.4.2 v ≅ (0.22675 + 0.23706)/2 = 0.2319 m
3
/kg
b. R-22 T = −25°C P = 300 kPa
Table B.4.1 at given T: Psat = 201 kPa so
compr. liq. as P > Psat v ≅ vf = 0.000733 m3
/kg
c. R-12 T = 5°C P = 200 kPa
Table B.3.1 at given T: Psat = 362.6 kPa so P < Psat
sup. vap. B.3.2 v ≅ (0.08861 + 0.09255)/2 = 0.09058 m
3
/kg
States shown are
placed relative to the
two-phase region, not
to each other.
P C.P.
v
T
C.P.
v
T
a, c
b
a, c
b
P = const.
Sonntag, Borgnakke and van Wylen
3.37
Fill out the following table for substance ammonia:
Solution:
P [kPa] T [ oC] v [m3/kg] x
a) 1200 50 0.1185 Undefined
b) 2033 50 0.0326 0.5
a) B.2.1 v > vg => superheated vapor Look in B.2.2
b) B.2.1 P = Psat = 2033 kPa
v = vf + x vfg = 0.001777 + 0.5 × 0.06159 = 0.0326 m3/kg
3.38
Place the two states a-b listed in Problem 3.37 as labeled dots in a sketch of the P-
v and T-v diagrams.
Solution:
T
C.P.
v
a
b
P = const.
P C.P.
v
T
a
b
2033
50
1200
Sonntag, Borgnakke and van Wylen
3.39
Calculate the following specific volumes
a. R-134a: 50°C, 80% quality
b. Water 4 MPa, 90% quality
c. Nitrogen 120 K, 60% quality
Solution:
All states are two-phase with quality given. The overall specific
volume is given by Eq.3.1 or 3.2
v = vf + x vfg = (1-x)vf + x vg
a. R-134a: 50°C, 80% quality in Table B.5.1
v = 0.000908 + x × 0.01422 = 0.01228 m3/kg
b. Water 4 MPa, 90% quality in Table B.1.2
v = 0.001252(1-x) + x × 0.04978 = 0.04493 m3/kg
c. Nitrogen 120 K, 60% quality in Table B.6.1
v = 0.001915 + x × 0.00608 = 0.005563 m3/kg
Sonntag, Borgnakke and van Wylen
3.40
Give the phase and the missing property of P, T, v and x.
a. R-134a T = -20oC, P = 150 kPa
b. R-134a P = 300 kPa, v = 0.072 m3/kg
c. CH4 T = 155 K, v = 0.04 m3/kg
d. CH4 T = 350 K, v = 0.25 m3/kg
Solution:
a) B.5.1 P > Psat = 133.7 kPa ⇒ compressed liquid
v ~ vf = 0.000738 m3/kg
x = undefined
b) B.5.2 v > vg at 300 kPa ⇒ superheated vapor
T = 10 + (20-10) ( 0.072 - 0.07111
0.07441 - 0.07111) = 12.7°C
x = undefined
c) B.7.1 v > vg = 0.04892 m3/kg 2-phase
x =
v - vf
vfg
=
0.04-0.002877
0.04605 = 0.806
P = Psat = 1295.6 kPa
d) B.7.1 T > Tc and v >> vc ⇒ superheated vapor B.7.2
located between 600 & 800 kPa
P = 600 + 200
0.25-0.30067
0.2251-0.30067 = 734 kPa
T
C.P.
v
a
b P = const.
P
v
a
T
b
c d c
d
Sonntag, Borgnakke and van Wylen
3.41
A sealed rigid vessel has volume of 1 m3 and contains 2 kg of water at 100°C.
The vessel is now heated. If a safety pressure valve is installed, at what pressure
should the valve be set to have a maximum temperature of 200°C?
Solution:
Process: v = V/m = constant
State 1: v1 = 1/2 = 0.5 m3/kg
from Table B.1.1
it is 2-phase
State 2: 200°C, 0.5 m3/kg
Table B.1.3 between 400
and 500 kPa so interpolate
C.P.
T
v
100 C
500 kPa
400 kPa
P ≅ 400 +
0.5-0.53422
0.42492-0.53422 × (500-400) = 431.3 kPa
Sonntag, Borgnakke and van Wylen
3.42
Saturated liquid water at 60°C is put under pressure to decrease the volume by 1%
keeping the temperature constant. To what pressure should it be compressed?
Solution:
State 1: T = 60°C , x = 0.0; Table B.1.1: v = 0.001017 m3/kg
Process: T = constant = 60°C
State 2: T, v = 0.99 × vf (60°C) = 0.99×0.001017 = 0.0010068 m3/kg
Between 20 & 30 MPa in Table B.1.4, P ≅ 23.8 MPa
P
C.P.
v
T
v
20 MPa
1
2
1
2
30 MPa
Sonntag, Borgnakke and van Wylen
3.43
Saturated water vapor at 200 kPa is in a constant pressure piston cylinder. At this
state the piston is 0.1 m from the cylinder bottom. How much is this distance if
the temperature is changed to a) 200 oC and b) 100 oC.
Solution:
State 1: (200 kPa, x = 1) in B.1.2: v1 = vg (200 kPa) = 0.8857 m3/kg
State a: (200 kPa, 200 oC) B.1.3: va = 1.083 m3/kg
State b: (200 kPa, 100 oC) B.1.1: vb = 0.001044 m3/kg
As the piston height is proportional to the volume we get
ha = h1 (va /v1) = 0.1 × (1.0803 / 0.8857) = 0.12 m
hb = h1 (vb / v1) = 0.1 × (0.001044 / 0.8857) = 0.00011 m
T
C.P.
v
1
a
b
P = 200 kPa
P C.P.
v
T
b
200
100
120
200
a
1
Sonntag, Borgnakke and van Wylen
3.44
You want a pot of water to boil at 105oC. How heavy a lid should you put on the
15 cm diameter pot when Patm = 101 kPa?
Solution:
Table B.1.1 at 105oC : Psat = 120.8 kPa
A =
π
4 D2 =
π
4 0.152 = 0.01767 m2
Fnet = (Psat –Patm) A = (120.8 - 101) kPa × 0.01767 m2
= 0.3498 kN = 350 N
Fnet = mlid g
mlid = Fnet/g =
350
9.807 = 35.7 kg
Some lids are
clamped on, the
problem deals with
one that stays on due
to its weight.
Sonntag, Borgnakke and van Wylen
3.45
In your refrigerator the working substance evaporates from liquid to vapor at -20
oC inside a pipe around the cold section. Outside (on the back or below) is a black
grille inside which the working substance condenses from vapor to liquid at +40
oC. For each location find the pressure and the change in specific volume (v) if
a) the substance is R-12
b) the substance is ammonia
Solution:
The properties come from the saturated tables where each phase change takes
place at constant pressure and constant temperature.
Substance TABLE T Psat , kPa ∆v = vfg
R-12 B.3.1 40 oC 961 0.017
R-12 B.3.1 -20 oC 151 0.108
Ammonia B.2.1 40 oC 1555 0.0814
Ammonia B.2.1 -20 oC 190 0.622
T
C.P.
v
1 2
P C.P.
v
T
2
-20
1
40
40C 3
4
3
4
Sonntag, Borgnakke and van Wylen
3.46
In your refrigerator the working substance evaporates from liquid to vapor at -20
oC inside a pipe around the cold section. Outside (on the back or below) is a black
grille inside which the working substance condenses from vapor to liquid at +40
oC. For each location find the pressure and the change in specific volume (v) if:
a) the substance is R-134a b) the substance is R-22
Solution:
The properties come from the saturated tables where each phase change takes
place at constant pressure and constant temperature.
Substance TABLE T Psat , kPa ∆v = vfg
R-134a B.5.1 40 oC 1017 0.019
R-134a B.5.1 -20 oC 134 0.146
R-22 B.4.1 40 oC 1534 0.0143
R-22 B.4.1 -20 oC 245 0.092
T
C.P.
v
1 2
P C.P.
v
T
2
-20
1
40
40C 3
4
3
4
Sonntag, Borgnakke and van Wylen
3.47
A water storage tank contains liquid and vapor in equilibrium at 110°C. The distance
from the bottom of the tank to the liquid level is 8 m. What is the absolute pressure
at the bottom of the tank?
Solution:
Saturated conditions from Table B.1.1: Psat = 143.3 kPa
vf = 0.001052 m3/kg ;
∆P =
gh
vf
=
9.807 × 8
0.001052 = 74 578 Pa = 74.578 kPa
Pbottom = Ptop + ∆P = 143.3 + 74.578 = 217.88 kPa
H
Sonntag, Borgnakke and van Wylen
3.48
Saturated water vapor at 200 kPa is in a constant pressure piston cylinder. At this
state the piston is 0.1 m from the cylinder bottom. How much is this distance and
the temperature if the water is cooled to occupy half the original volume?
Solution:
State 1: B 1.2 v1 = vg (200 kPa) = 0.8857 m3/kg, T1 = 120.2°C
Process: P = constant = 200 kPa
State 2: P, v2 = v1/2 = 0.44285 m3/kg
Table B.1.2 v2 < vg so two phase T2 = Tsat = 120.2°C
Height is proportional to volume
h2 = h1 × v2/v1 = 0.1 × 0.5 = 0.05m
T
C.P.
v
1
2
P = 200 kPa
P C.P.
v
T
2
200
120
1
Sonntag, Borgnakke and van Wylen
3.49
Two tanks are connected as shown in Fig. P3.49, both containing water. Tank A is at
200 kPa, v = 0.5 m3/kg, V
A
= 1 m3 and tank B contains 3.5 kg at 0.5 MPa, 400°C.
The valve is now opened and the two come to a uniform state. Find the final specific
volume.
Solution:
Control volume: both tanks. Constant total volume and mass process.
A B
sup. vapor
State A1: (P, v) mA = VA/vA = 1/0.5 = 2 kg
State B1: (P, T) Table B.1.3 vB = 0.6173 m3/kg
⇒ VB = mBvB = 3.5 × 0.6173 = 2.1606 m3
Final state: mtot = mA + mB = 5.5 kg
Vtot = VA + VB = 3.1606 m3
v2 = Vtot/mtot = 0.5746 m3/kg
Sonntag, Borgnakke and van Wylen
3.50
Determine the mass of methane gas stored in a 2 m3 tank at −30°C, 3 MPa. Estimate
the percent error in the mass determination if the ideal gas model is used.
Solution:
Methane Table B.7.1 at −30°C = 243.15 K > Tc = 190.6 K, so superheated
vapor in Table B.7.2. Linear interpolation between 225 and 250 K.
⇒ v ≅ 0.03333 +
243.15-225
250-225 ×(0.03896 - 0.03333) = 0.03742 m3/kg
m = V/v = 2/0.03742 = 53.45 kg
Ideal gas assumption
v = RT/P = 0.51835 × 243.15/3000 = 0.042 m3/kg
m = V/v = 2/0.042 = 47.62 kg
Error: 5.83 kg 10.9% too small
Sonntag, Borgnakke and van Wylen
3.51
Saturated water vapor at 60°C has its pressure decreased to increase the volume
by 10% keeping the temperature constant. To what pressure should it be
expanded?
Solution:
Initial state: v = 7.6707 m3/kg from table B.1.1
Final state: v = 1.10 × vg = 1.1 × 7.6707 = 8.4378 m3/kg
Interpolate at 60°C between saturated (P = 19.94 kPa) and superheated vapor
P = 10 kPa in Tables B.1.1 and B.1.3
P ≅ 19.941 + (10 − 19.941)
8.4378 − 7.6707
15.3345 − 7.6707
= 18.9 kPa
P C.P.
v
T
C.P.
v
T
P = 10 kPa
60 C
o
10 kPa
Comment: T,v ⇒ P = 18 kPa (software) v is not linear in P, more like 1/P,
so the linear interpolation in P is not very accurate.
Sonntag, Borgnakke and van Wylen
3.52
Saturated water vapor at 200 kPa is in a constant pressure piston cylinder. At this
state the piston is 0.1 m from the cylinder bottom. How much is this distance and
the temperature if the water is heated to occupy twice the original volume?
Solution:
From B.1.2, v1 = 0.8857 m3/kg
2: From B.1.3., P2 = P1, v2 = 2v1 = 2 × 0.8857 = 1.7714 m3/kg
Since the cross sectional area is constant the height is proportional to volume
h2 = h1 v2/v1 = 2h1 = 0.2 m
Interpolate for the temperature
T2 = 400 + 100
1.7714 – 1.5493
1.78139 – 1.5493 ≈ 496°C
Sonntag, Borgnakke and van Wylen
3.53
A boiler feed pump delivers 0.05 m3/s of water at 240°C, 20 MPa. What is the mass
flowrate (kg/s)? What would be the percent error if the properties of saturated liquid
at 240°C were used in the calculation? What if the properties of saturated liquid at
20 MPa were used?
Solution:
State 1: (T, P) compressed liquid seen in B.1.4: v = 0.001205 m3/kg
m
.
= V
.
/v = 0.05/0.001205 = 41.5 kg/s
vf (240°C) = 0.001229 m3/kg ⇒ m
.
= 40.68 kg/s error 2%
vf (20 MPa) = 0.002036 m3/kg ⇒ m
.
= 24.56 kg/s error 41%
P C.P.
v
T
C.P.
v
P = 20 MPa
240 C
o
20 MPa
240
The constant T line is nearly vertical for the liquid phase in the P-v diagram.
The state is at so high P, T that the saturated liquid line is not extremely steep.
Sonntag, Borgnakke and van Wylen
3.54
Saturated vapor R-134a at 50oC changes volume at constant temperature. Find the
new pressure, and quality if saturated, if the volume doubles. Repeat the question
for the case the volume is reduced to half the original volume.
Solution:
1: (T, x) B.4.1: v1 = vg = 0.01512 m3/kg, P1 = Psat = 1318 Kpa
2: v2 = 2v1 = 0.03024 m3/kg superheated vapor
Interpolate between 600 kPa and 800 kPa
P2 = 600 + 200 ×
0.03024 – 0.03974
0.02861 – 0.03974 = 771 kPa
3: v3 = v1/2 = 0.00756 m3/kg < vg : two phase
x3 =
v3 - vf
vfg
=
0.00756 – 0.000908
0.01422 = 0.4678
P3 = Psat = 1318 kPa
T
C.P.
v
1 2
P = 1318 kPa
P C.P.
v
T
2
1318
50
1
3
3
Sonntag, Borgnakke and van Wylen
3.55
A storage tank holds methane at 120 K, with a quality of 25 %, and it warms up
by 5°C per hour due to a failure in the refrigeration system. How long time will it
take before the methane becomes single phase and what is the pressure then?
Solution: Use Table B.7.1
Assume rigid tank v = constant = v1
v1 = 0.002439 + 0.25×0.30367 = 0.078366 m3/kg
We then also see that v1 > vc = 0.00615 m3/kg
All single phase when v = vg => T ≅ 145 K
∆t = ∆T/(5°C/h) ≅ (145 – 120 ) / 5 = 5 hours P = Psat= 824 kPa
Sonntag, Borgnakke and van Wylen
3.56
A glass jar is filled with saturated water at 500 kPa, quality 25%, and a tight lid is
put on. Now it is cooled to −10°C. What is the mass fraction of solid at this
temperature?
Solution:
Constant volume and mass ⇒ v1 = v2 = V/m
From Table B.1.2: v1 = 0.001093 + 0.25 × 0.3738 = 0.094543
From Table B.1.5: v2 = 0.0010891 + x2 × 446.756 = v1 = 0.094543
⇒ x2 = 0.0002 mass fraction vapor
xsolid =1 - x2 = 0.9998 or 99.98 %
P C.P.
v
T
C.P.
v
T
1
2
1
2
P
T
v
V
L
S
C.P.
1
2
Sonntag, Borgnakke and van Wylen
3.57
Saturated (liquid + vapor) ammonia at 60°C is contained in a rigid steel tank. It is
used in an experiment, where it should pass through the critical point when the
system is heated. What should the initial mass fraction of liquid be?
Solution:
Process: Constant mass and volume, v = C
From table B.2.1:
v2 = vc = 0.004255 m3/kg
v1 = 0.001834 + x1 × 0.04697 = 0.004255
=> x1 = 0.01515
liquid mass fraction = 1 - x1 = 0.948
T
v
60 C
Crit. point
1
Sonntag, Borgnakke and van Wylen
3.58
A steel tank contains 6 kg of propane (liquid + vapor) at 20°C with a volume of
0.015 m3. The tank is now slowly heated. Will the liquid level inside eventually rise
to the top or drop to the bottom of the tank? What if the initial mass is 1 kg instead
of 6 kg?
Solution:
Constant volume and mass v2 = v1 =
V
m =
0.015 m3
6 kg = 0.0025 m3/kg
v
T
20°C
C.P.
vc
a b
Vapor
Liq.
A.2: vc = 0.00454 m3/kg > v1
eventually reaches sat. liquid.
⇒ level rises to top
If m = 1 kg ⇒ v1 = 0.015 m3/kg > vc
then it will reach saturated vapor.
⇒ level falls
Sonntag, Borgnakke and van Wylen
3.59
A 400-m3 storage tank is being constructed to hold LNG, liquified natural gas,
which may be assumed to be essentially pure methane. If the tank is to contain
90% liquid and 10% vapor, by volume, at 100 kPa, what mass of LNG (kg) will
the tank hold? What is the quality in the tank?
Solution:
CH4 is in the section B tables.
From Table B.7.1: vf ≅ 0.002366 m3/kg, (interpolated)
From Table B.7.2: vg ≅ 0.55665 m3/kg (first entry 100 kPa)
mliq =
Vliq
vf
=
0.9 × 400
0.002366 = 152 155.5 kg; mvap =
Vvap
vg
=
0.1 × 400
0.55665 = 71.86 kg
mtot = 152 227 kg, x = mvap / mtot = 4.72 × 10-4
Sonntag, Borgnakke and van Wylen
3.60
A sealed rigid vessel of 2 m3 contains a saturated mixture of liquid and vapor R-
134a at 10°C. If it is heated to 50°C, the liquid phase disappears. Find the
pressure at 50°C and the initial mass of the liquid.
Solution:
Process: constant volume and constant mass.
P
v
2
1
State 2 is saturated vapor, from table B.5.1
P2 = Psat(50°C) = 1.318 MPa
State 1: same specific volume as state 2
v1 = v2 = 0.015124 m3/kg
v1 = 0.000794 + x1 × 0.048658
⇒ x1 = 0.2945
m = V/v1 = 2/0.015124 = 132.24 kg; mliq = (1 - x1)m = 93.295 kg
Sonntag, Borgnakke and van Wylen
3.61
A pressure cooker (closed tank) contains water at 100°C with the liquid volume
being 1/10 of the vapor volume. It is heated until the pressure reaches 2.0 MPa.
Find the final temperature. Has the final state more or less vapor than the initial
state?
Solution:
State 1: Vf = mf vf = Vg/10 = mgvg/10 ;
Table B.1.1: vf = 0.001044 m3/kg, vg = 1.6729 m3/kg
x1 =
mg
mg + mf
=
10 mfvf / vg
mf + 10 mfvf / vg
=
10 vf
10 vf + vg
=
0.01044
0.01044 + 1.6729 = 0.0062
v1 = 0.001044 + 0.0062×1.67185 = 0.01141 m3/kg
State 2: v2 = v1 = 0.01141 m3/kg < vg(2MPa) from B.1.2 so two-phase
P
v
2
1
At state 2: v2 = vf + x2 vfg
0.01141 = 0.001177 + x2 × 0.09845
=> x2 = 0.104
More vapor at final state
T2 = Tsat(2MPa) = 212.4°C
Sonntag, Borgnakke and van Wylen
3.62
A pressure cooker has the lid screwed on tight. A small opening with A = 5 mm2
is covered with a petcock that can be lifted to let steam escape. How much mass
should the petcock have to allow boiling at 120oC with an outside atmosphere at
101.3 kPa?
Table B.1.1.: Psat = 198.5 kPa
F = mg = ∆P × A
m = ∆P × A/g
=
(198.5-101.3)×1000×5×10-6
9.807
= 0.0496 kg = 50 g
Sonntag, Borgnakke and van Wylen
3.63
Ammonia at 10 oC and mass 0.1 kg is in a piston cylinder with an initial volume of 1
m3. The piston initially resting on the stops has a mass such that a pressure of 900
kPa will float it. Now the ammonia is slowly heated to 50oC. Find the final pressure
and volume.
Solution:
C.V. Ammonia, constant mass.
Process: V = constant unless P = Pfloat
State 1: T = 10 oC, v1 =
V
m =
1
10 = 0.1 m3/kg
From Table B.2.1 vf < v < vg
x1 =
v - vf
vfg
=
0.1 - 0.0016
0.20381 = 0.4828
V
P
2
1
1a
P
P
1
2
State 1a: P = 900 kPa, v = v1 = 0.1 m3/kg < vg at 900 kPa
This state is two-phase T1a = 21.52oC
Since T2 > T1a then v2 > v1a
State 2: 50oC and on line(s) means
P2 = 900 kPa which is superheated vapor.
Table B.2.2 : v2 = 0.16263 m3/kg
V2 = mv2 = 1.6263 m3
Sonntag, Borgnakke and van Wylen
Ideal Gas Law
3.64
A cylinder fitted with a frictionless piston contains butane at 25°C, 500 kPa. Can
the butane reasonably be assumed to behave as an ideal gas at this state ?
Solution
Butane 25°C, 500 kPa, Table A.2: Tc = 425 K; Pc = 3.8 MPa
Tr =
25 + 273
425 = 0.701; Pr =
0.5
3.8 = 0.13
Look at generalized chart in Figure D.1
Actual Pr > Pr, sat = 0.1 => liquid!! not a gas
The pressure should be less than 380 kPa to have a gas at that T.
Sonntag, Borgnakke and van Wylen
3.65
A spherical helium balloon of 10 m in diameter is at ambient T and P, 15oC and
100 kPa. How much helium does it contain? It can lift a total mass that equals the
mass of displaced atmospheric air. How much mass of the balloon fabric and cage
can then be lifted?
V =
π
6 D3
=
π
6 103
= 523.6 m3
mHe = ρV =
V
v =
PV
RT
=
100 × 523.6
2.0771 × 288
= 87.5 kg
mair =
PV
RT =
100 × 523.6
0.287 × 288
= 633 kg
mlift = mair – mHe = 633-87.5 = 545.5 kg
Sonntag, Borgnakke and van Wylen
3.66
Is it reasonable to assume that at the given states the substance behaves as an
ideal gas?
Solution:
a) Oxygen, O2 at 30°C, 3 MPa Ideal Gas ( T » Tc = 155 K from A.2)
b) Methane, CH4 at 30°C, 3 MPa Ideal Gas ( T » Tc = 190 K from A.2)
c) Water, H2O at 30°C, 3 MPa NO compressed liquid P > Psat (B.1.1)
d) R-134a at 30°C, 3 MPa NO compressed liquid P > Psat (B.5.1)
e) R-134a at 30°C, 100 kPa Ideal Gas P is low < Psat (B.5.1)
ln P
T
Vapor
Liq.
Cr.P.
a, b
c, d
e
Sonntag, Borgnakke and van Wylen
3.67
A 1-m3 tank is filled with a gas at room temperature 20°C and pressure 100 kPa.
How much mass is there if the gas is a) air, b) neon or c) propane ?
Solution:
Use Table A.2 to compare T and P to the critical T and P with
T = 20°C = 293.15 K ; P = 100 kPa << Pc for all
Air : T >> TC,N2; TC,O2 = 154.6 K so ideal gas; R= 0.287 kJ/kg K
Neon: T >> Tc = 44.4 K so ideal gas; R = 0.41195 kJ/kg K
Propane: T < Tc = 370 K, but P << Pc = 4.25 MPa
so gas R = 0.18855 kJ/kg K
All states are ideal gas states so the ideal gas law applies
PV = mRT
a) m =
PV
RT =
100 × 1
0.287 × 293.15
= 1.189 kg
b) m =
100 × 1
0.41195 × 293.15
= 0.828 kg
c) m =
100 × 1
0.18855 × 293.15
= 1.809 kg
Sonntag, Borgnakke and van Wylen
3.68
A rigid tank of 1 m3 contains nitrogen gas at 600 kPa, 400 K. By mistake
someone lets 0.5 kg flow out. If the final temperature is 375 K what is then the
final pressure?
Solution:
m =
PV
RT =
600 × 1
0.2968 × 400
= 5.054 kg
m2 = m - 0.5 = 4.554 kg
P2 =
m2RT2
V =
4.554 × 0.2968 × 375
1 = 506.9 kPa
Sonntag, Borgnakke and van Wylen
3.69
A cylindrical gas tank 1 m long, inside diameter of 20 cm, is evacuated and then
filled with carbon dioxide gas at 25°C. To what pressure should it be charged if there
should be 1.2 kg of carbon dioxide?
Solution:
Assume CO2 is an ideal gas, table A.5: R = 0.1889 kJ/kg K
Vcyl = A × L =
π
4(0.2)2 × 1 = 0.031416 m3
P V = mRT => P =
mRT
V
⇒ P =
1.2 kg × 0.1889 kJ/kg Κ × (273.15 + 25) K
0.031416 m3 = 2152 kPa
Sonntag, Borgnakke and van Wylen
3.70
A glass is cleaned in 45oC hot water and placed on the table bottom up. The room
air at 20oC that was trapped in the glass gets heated up to 40oC and some of it
leaks out so the net resulting pressure inside is 2 kPa above ambient pressure of
101 kPa. Now the glass and the air inside cools down to room temperature. What
is the pressure inside the glass?
Solution:
1 air: 40oC, 103 kPa
2 air: 20oC, ?
Constant Volume: V1 = V2,
AIR
Slight amount
of liquid water
seals to table top
Constant Mass m1 = m2
Ideal Gas P1V1 = m1RT1 and P2V2 = m1RT2
Take Ratio
P2 = P1
T1
T2
= 103 ×
20 + 273
40 + 273 = 96.4 kPa
Sonntag, Borgnakke and van Wylen
3.71
A hollow metal sphere of 150-mm inside diameter is weighed on a precision
beam balance when evacuated and again after being filled to 875 kPa with an
unknown gas. The difference in mass is 0.0025 kg, and the temperature is 25°C.
What is the gas, assuming it is a pure substance listed in Table A.5 ?
Solution:
Assume an ideal gas with total volume: V =
π
6(0.15)3
= 0.001767 m3
M =
mR
_
T
PV =
0.0025 × 8.3145 × 298.2
875 × 0.001767
= 4.009 ≈ MHe
=> Helium Gas
Sonntag, Borgnakke and van Wylen
3.72
A vacuum pump is used to evacuate a chamber where some specimens are dried at
50°C. The pump rate of volume displacement is 0.5 m3/s with an inlet pressure of
0.1 kPa and temperature 50°C. How much water vapor has been removed over a 30-
min period?
Solution:
Use ideal gas since P << lowest P in steam tables.
From table A.5 we get R = 0.46152 kJ/kg K
m = m
.
∆t with mass flow rate as: m
.
= V
.
/v = PV
.
/RT (ideal gas)
⇒ m = PV
.
∆t/RT =
0.1 × 0.5 × 30×60
(0.46152 × 323.15)
= 0.603 kg
Sonntag, Borgnakke and van Wylen
3.73
A 1 m3 rigid tank has propane at 100 kPa, 300 K and connected by a valve to
another tank of 0.5 m3 with propane at 250 kPa, 400 K. The valve is opened and
the two tanks come to a uniform state at 325 K. What is the final pressure?
Solution:
Propane is an ideal gas (P << Pc) with R = 0.1886 kJ/kgK from Tbl. A.5
mA =
PAVA
RTA
=
100 × 1
0.1886 × 300
= 1.7674 kg
m =
PBVB
RTB
=
250 × 0.5
0.1886 × 400
= 1.6564 kg
V2 = VA + VB = 1.5 m3
m2 = mA + mB = 3.4243 kg
P2 =
m2RT2
V2
=
3.4243 × 0.1886 × 325
1.5 = 139.9 kPa
Sonntag, Borgnakke and van Wylen
3.74
Verify the accuracy of the ideal gas model when it is used to calculate specific
volume for saturated water vapor as shown in Fig. 3.9. Do the calculation for 10
kPa and 1 MPa.
Solution:
Look at the two states assuming ideal gas and then the steam tables.
Ideal gas:
v = RT/P => v1 = 0.46152 × (45.81 + 273.15)/10 = 14.72 m3/kg
v2 = 0.46152 × (179.91 + 273.15)/1000 = 0.209 m3/kg
Real gas:
Table B.1.2: v1 = 14.647 m3/kg so error = 0.3 %
v2 = 0.19444 m3/kg so error = 7.49 %
Sonntag, Borgnakke and van Wylen
3.75
Assume we have 3 states of saturated vapor R-134a at +40 oC, 0 oC and -40 oC.
Calculate the specific volume at the set of temperatures and corresponding saturated
pressure assuming ideal gas behavior. Find the percent relative error = 100(v - vg)/vg
with vg from the saturated R-134a table.
Solution:
R-134a. Table values from Table B.5.1 Psat, vg(T)
Ideal gas constant from Table A.5: RR-134a = 0.08149 kJ/kg K
T Psat , kPa vg vID.G. = RT / Psat error %
-40
o
C 51.8 0.35696 0.36678 2.75
0
o
C 294 0.06919 0.07571 9.4
40
o
C 1017 0.02002 0.02509 25.3
v
P
v
T
1
2 1
2
3
3
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf
AT053-VW6.pdf

More Related Content

What's hot

Ch. no. 4 flow measurement
Ch. no. 4 flow measurementCh. no. 4 flow measurement
Ch. no. 4 flow measurementAmol Kokare
 
13 l1-l2-reactor design
13 l1-l2-reactor design13 l1-l2-reactor design
13 l1-l2-reactor designDinesh Shah
 
Electrical temperature measurement
Electrical temperature measurementElectrical temperature measurement
Electrical temperature measurementRonak Parmar
 
Thermocouple by Engr. Imran Tanvir
Thermocouple by Engr. Imran TanvirThermocouple by Engr. Imran Tanvir
Thermocouple by Engr. Imran TanvirImran Tanvir Meo
 
Unit 1 thermodynamic process
Unit  1 thermodynamic processUnit  1 thermodynamic process
Unit 1 thermodynamic processMuthuG12
 
Thermodynamic diagram
Thermodynamic diagramThermodynamic diagram
Thermodynamic diagramSunny Chauhan
 
Thermocouples
ThermocouplesThermocouples
ThermocouplesGaurang08
 
Joule thomson cooling effect
Joule  thomson cooling effectJoule  thomson cooling effect
Joule thomson cooling effectShahnawaz Ansari
 
Chapter 2-Shell & Tube Heat Exchangers.pdf
Chapter 2-Shell & Tube Heat Exchangers.pdfChapter 2-Shell & Tube Heat Exchangers.pdf
Chapter 2-Shell & Tube Heat Exchangers.pdfKAhmedRehman
 
An experimental study of heat transfer in a corrugated plate heat exchanger
An experimental study of heat transfer in a corrugated plate heat exchangerAn experimental study of heat transfer in a corrugated plate heat exchanger
An experimental study of heat transfer in a corrugated plate heat exchangerIAEME Publication
 
Shell and Tube Heat Exchangers, LMTD, Extended Surface Heat Exchangers.
Shell and Tube Heat Exchangers, LMTD, Extended Surface Heat Exchangers.Shell and Tube Heat Exchangers, LMTD, Extended Surface Heat Exchangers.
Shell and Tube Heat Exchangers, LMTD, Extended Surface Heat Exchangers.Vishvaraj Chauhan
 
Thermocouple Experiment
Thermocouple ExperimentThermocouple Experiment
Thermocouple ExperimentVijay Raskar
 
Thermodynamics Chapter 3- Heat Transfer
Thermodynamics Chapter 3- Heat TransferThermodynamics Chapter 3- Heat Transfer
Thermodynamics Chapter 3- Heat TransferVJTI Production
 
Instrumentation system
Instrumentation systemInstrumentation system
Instrumentation systemCKSunith1
 
4a group4 edited
4a group4 edited4a group4 edited
4a group4 edited4ChEAB08
 
Thermodynamics Assignment
Thermodynamics AssignmentThermodynamics Assignment
Thermodynamics AssignmentVJTI Production
 

What's hot (20)

Ch. no. 4 flow measurement
Ch. no. 4 flow measurementCh. no. 4 flow measurement
Ch. no. 4 flow measurement
 
13 l1-l2-reactor design
13 l1-l2-reactor design13 l1-l2-reactor design
13 l1-l2-reactor design
 
2 tutor pressure 1
2 tutor pressure 12 tutor pressure 1
2 tutor pressure 1
 
thermocouple ppt
thermocouple pptthermocouple ppt
thermocouple ppt
 
Electrical temperature measurement
Electrical temperature measurementElectrical temperature measurement
Electrical temperature measurement
 
Thermocouple
ThermocoupleThermocouple
Thermocouple
 
Thermocouple by Engr. Imran Tanvir
Thermocouple by Engr. Imran TanvirThermocouple by Engr. Imran Tanvir
Thermocouple by Engr. Imran Tanvir
 
Unit 1 thermodynamic process
Unit  1 thermodynamic processUnit  1 thermodynamic process
Unit 1 thermodynamic process
 
Thermodynamic diagram
Thermodynamic diagramThermodynamic diagram
Thermodynamic diagram
 
Thermocouples
ThermocouplesThermocouples
Thermocouples
 
Thermal Modeling
Thermal ModelingThermal Modeling
Thermal Modeling
 
Joule thomson cooling effect
Joule  thomson cooling effectJoule  thomson cooling effect
Joule thomson cooling effect
 
Chapter 2-Shell & Tube Heat Exchangers.pdf
Chapter 2-Shell & Tube Heat Exchangers.pdfChapter 2-Shell & Tube Heat Exchangers.pdf
Chapter 2-Shell & Tube Heat Exchangers.pdf
 
An experimental study of heat transfer in a corrugated plate heat exchanger
An experimental study of heat transfer in a corrugated plate heat exchangerAn experimental study of heat transfer in a corrugated plate heat exchanger
An experimental study of heat transfer in a corrugated plate heat exchanger
 
Shell and Tube Heat Exchangers, LMTD, Extended Surface Heat Exchangers.
Shell and Tube Heat Exchangers, LMTD, Extended Surface Heat Exchangers.Shell and Tube Heat Exchangers, LMTD, Extended Surface Heat Exchangers.
Shell and Tube Heat Exchangers, LMTD, Extended Surface Heat Exchangers.
 
Thermocouple Experiment
Thermocouple ExperimentThermocouple Experiment
Thermocouple Experiment
 
Thermodynamics Chapter 3- Heat Transfer
Thermodynamics Chapter 3- Heat TransferThermodynamics Chapter 3- Heat Transfer
Thermodynamics Chapter 3- Heat Transfer
 
Instrumentation system
Instrumentation systemInstrumentation system
Instrumentation system
 
4a group4 edited
4a group4 edited4a group4 edited
4a group4 edited
 
Thermodynamics Assignment
Thermodynamics AssignmentThermodynamics Assignment
Thermodynamics Assignment
 

Similar to AT053-VW6.pdf

Thermodynamics Hw#2
Thermodynamics Hw#2Thermodynamics Hw#2
Thermodynamics Hw#2littlepine13
 
Thermodynamics Hw#5
Thermodynamics Hw#5Thermodynamics Hw#5
Thermodynamics Hw#5littlepine13
 
Engineering Fluid Mechanics 10th Edition Elger Solutions Manual
Engineering Fluid Mechanics 10th Edition Elger Solutions ManualEngineering Fluid Mechanics 10th Edition Elger Solutions Manual
Engineering Fluid Mechanics 10th Edition Elger Solutions ManualNortoner
 
Photoelectrochemical Splitting of water for hydrogen generation: Detailed Des...
Photoelectrochemical Splitting of water for hydrogen generation: Detailed Des...Photoelectrochemical Splitting of water for hydrogen generation: Detailed Des...
Photoelectrochemical Splitting of water for hydrogen generation: Detailed Des...RunjhunDutta
 
Thermodynamics Hw#3
Thermodynamics Hw#3Thermodynamics Hw#3
Thermodynamics Hw#3littlepine13
 
Thermodynamics Hw#4
Thermodynamics Hw#4Thermodynamics Hw#4
Thermodynamics Hw#4littlepine13
 
Low_temperature_resistance
Low_temperature_resistanceLow_temperature_resistance
Low_temperature_resistanceMeirin Evans
 
Chapter 2 thermodynamics 1
Chapter 2 thermodynamics 1Chapter 2 thermodynamics 1
Chapter 2 thermodynamics 1Aaba Tambe
 
Thermodynamics Hw #1
Thermodynamics Hw #1Thermodynamics Hw #1
Thermodynamics Hw #1littlepine13
 
Thermal properties of materials A2 physics Topic 4
Thermal properties of materials A2 physics Topic 4Thermal properties of materials A2 physics Topic 4
Thermal properties of materials A2 physics Topic 4Allen Tobve
 
Mechanical engineer's manual(by. engr. yuri g. melliza)
Mechanical engineer's manual(by. engr. yuri g. melliza)Mechanical engineer's manual(by. engr. yuri g. melliza)
Mechanical engineer's manual(by. engr. yuri g. melliza)Yuri Melliza
 
Getting of Electric Power for Pyroelectricity
Getting of Electric Power for PyroelectricityGetting of Electric Power for Pyroelectricity
Getting of Electric Power for Pyroelectricitytheijes
 
Modelling and simulation approach.pdf
Modelling and simulation approach.pdfModelling and simulation approach.pdf
Modelling and simulation approach.pdfAhmed Samir
 
Boyles law module in the grade 10 science
Boyles law module in the grade 10 scienceBoyles law module in the grade 10 science
Boyles law module in the grade 10 sciencefloriejanemacaya1
 
J2006 Thermodinamik Unit 1
J2006 Thermodinamik Unit 1J2006 Thermodinamik Unit 1
J2006 Thermodinamik Unit 1Malaysia
 

Similar to AT053-VW6.pdf (20)

Thermodynamics Hw#2
Thermodynamics Hw#2Thermodynamics Hw#2
Thermodynamics Hw#2
 
Thermodynamics Hw#5
Thermodynamics Hw#5Thermodynamics Hw#5
Thermodynamics Hw#5
 
Engineering Fluid Mechanics 10th Edition Elger Solutions Manual
Engineering Fluid Mechanics 10th Edition Elger Solutions ManualEngineering Fluid Mechanics 10th Edition Elger Solutions Manual
Engineering Fluid Mechanics 10th Edition Elger Solutions Manual
 
Photoelectrochemical Splitting of water for hydrogen generation: Detailed Des...
Photoelectrochemical Splitting of water for hydrogen generation: Detailed Des...Photoelectrochemical Splitting of water for hydrogen generation: Detailed Des...
Photoelectrochemical Splitting of water for hydrogen generation: Detailed Des...
 
Thermodynamics Hw#3
Thermodynamics Hw#3Thermodynamics Hw#3
Thermodynamics Hw#3
 
Thermodynamics Hw#4
Thermodynamics Hw#4Thermodynamics Hw#4
Thermodynamics Hw#4
 
Convention and radtiation
Convention and radtiationConvention and radtiation
Convention and radtiation
 
Thermal 3.2
Thermal 3.2Thermal 3.2
Thermal 3.2
 
Problem and solution i ph o 18
Problem and solution i ph o 18Problem and solution i ph o 18
Problem and solution i ph o 18
 
Problem and solution i ph o 15
Problem and solution i ph o 15Problem and solution i ph o 15
Problem and solution i ph o 15
 
Low_temperature_resistance
Low_temperature_resistanceLow_temperature_resistance
Low_temperature_resistance
 
Chapter 2 thermodynamics 1
Chapter 2 thermodynamics 1Chapter 2 thermodynamics 1
Chapter 2 thermodynamics 1
 
Thermodynamics Hw #1
Thermodynamics Hw #1Thermodynamics Hw #1
Thermodynamics Hw #1
 
Thermal properties of materials A2 physics Topic 4
Thermal properties of materials A2 physics Topic 4Thermal properties of materials A2 physics Topic 4
Thermal properties of materials A2 physics Topic 4
 
Mechanical engineer's manual(by. engr. yuri g. melliza)
Mechanical engineer's manual(by. engr. yuri g. melliza)Mechanical engineer's manual(by. engr. yuri g. melliza)
Mechanical engineer's manual(by. engr. yuri g. melliza)
 
Getting of Electric Power for Pyroelectricity
Getting of Electric Power for PyroelectricityGetting of Electric Power for Pyroelectricity
Getting of Electric Power for Pyroelectricity
 
Thermal 3.2
Thermal 3.2Thermal 3.2
Thermal 3.2
 
Modelling and simulation approach.pdf
Modelling and simulation approach.pdfModelling and simulation approach.pdf
Modelling and simulation approach.pdf
 
Boyles law module in the grade 10 science
Boyles law module in the grade 10 scienceBoyles law module in the grade 10 science
Boyles law module in the grade 10 science
 
J2006 Thermodinamik Unit 1
J2006 Thermodinamik Unit 1J2006 Thermodinamik Unit 1
J2006 Thermodinamik Unit 1
 

More from Mahamad Jawhar

More from Mahamad Jawhar (20)

text book Programmable-Logic-Controllers plc.pdf
text book Programmable-Logic-Controllers plc.pdftext book Programmable-Logic-Controllers plc.pdf
text book Programmable-Logic-Controllers plc.pdf
 
2.pdf
2.pdf2.pdf
2.pdf
 
3.pdf
3.pdf3.pdf
3.pdf
 
1.pdf
1.pdf1.pdf
1.pdf
 
robotic2.docx
robotic2.docxrobotic2.docx
robotic2.docx
 
Power Plant Engineering - (Malestrom) (1).pdf
Power Plant Engineering - (Malestrom) (1).pdfPower Plant Engineering - (Malestrom) (1).pdf
Power Plant Engineering - (Malestrom) (1).pdf
 
ref3.pdf
ref3.pdfref3.pdf
ref3.pdf
 
I-Section-US-1003.pdf
I-Section-US-1003.pdfI-Section-US-1003.pdf
I-Section-US-1003.pdf
 
ref.pdf
ref.pdfref.pdf
ref.pdf
 
lect 01 (1).pdf
lect 01 (1).pdflect 01 (1).pdf
lect 01 (1).pdf
 
plasma cutting.pdf
plasma cutting.pdfplasma cutting.pdf
plasma cutting.pdf
 
Grad. Proj. Poster Templete akam.docx
Grad. Proj. Poster Templete akam.docxGrad. Proj. Poster Templete akam.docx
Grad. Proj. Poster Templete akam.docx
 
project format writting 2.docx
project format writting 2.docxproject format writting 2.docx
project format writting 2.docx
 
PLC4.docx
PLC4.docxPLC4.docx
PLC4.docx
 
PLC 1 (2).docx
PLC 1 (2).docxPLC 1 (2).docx
PLC 1 (2).docx
 
Project Cooling Tower.pptx
Project Cooling Tower.pptxProject Cooling Tower.pptx
Project Cooling Tower.pptx
 
final project.docx
final project.docxfinal project.docx
final project.docx
 
final project1.docx
final project1.docxfinal project1.docx
final project1.docx
 
project cooling tower.docx
project cooling tower.docxproject cooling tower.docx
project cooling tower.docx
 
robotic.docx
robotic.docxrobotic.docx
robotic.docx
 

Recently uploaded

PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELLPVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELLManishPatel169454
 
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...ranjana rawat
 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...Call Girls in Nagpur High Profile
 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...ranjana rawat
 
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Christo Ananth
 
Extrusion Processes and Their Limitations
Extrusion Processes and Their LimitationsExtrusion Processes and Their Limitations
Extrusion Processes and Their Limitations120cr0395
 
Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...Christo Ananth
 
Unit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdfUnit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdfRagavanV2
 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . pptDineshKumar4165
 
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank  Design by Working Stress - IS Method.pdfIntze Overhead Water Tank  Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank Design by Working Stress - IS Method.pdfSuman Jyoti
 
University management System project report..pdf
University management System project report..pdfUniversity management System project report..pdf
University management System project report..pdfKamal Acharya
 
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756dollysharma2066
 
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxCoefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxAsutosh Ranjan
 
Online banking management system project.pdf
Online banking management system project.pdfOnline banking management system project.pdf
Online banking management system project.pdfKamal Acharya
 
result management system report for college project
result management system report for college projectresult management system report for college project
result management system report for college projectTonystark477637
 
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptxBSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptxfenichawla
 
ONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdf
ONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdfONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdf
ONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdfKamal Acharya
 

Recently uploaded (20)

PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELLPVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
PVC VS. FIBERGLASS (FRP) GRAVITY SEWER - UNI BELL
 
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
The Most Attractive Pune Call Girls Manchar 8250192130 Will You Miss This Cha...
 
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...Booking open Available Pune Call Girls Koregaon Park  6297143586 Call Hot Ind...
Booking open Available Pune Call Girls Koregaon Park 6297143586 Call Hot Ind...
 
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
The Most Attractive Pune Call Girls Budhwar Peth 8250192130 Will You Miss Thi...
 
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
Call for Papers - Educational Administration: Theory and Practice, E-ISSN: 21...
 
Extrusion Processes and Their Limitations
Extrusion Processes and Their LimitationsExtrusion Processes and Their Limitations
Extrusion Processes and Their Limitations
 
Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...Call for Papers - International Journal of Intelligent Systems and Applicatio...
Call for Papers - International Journal of Intelligent Systems and Applicatio...
 
NFPA 5000 2024 standard .
NFPA 5000 2024 standard                                  .NFPA 5000 2024 standard                                  .
NFPA 5000 2024 standard .
 
Unit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdfUnit 1 - Soil Classification and Compaction.pdf
Unit 1 - Soil Classification and Compaction.pdf
 
Thermal Engineering Unit - I & II . ppt
Thermal Engineering  Unit - I & II . pptThermal Engineering  Unit - I & II . ppt
Thermal Engineering Unit - I & II . ppt
 
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank  Design by Working Stress - IS Method.pdfIntze Overhead Water Tank  Design by Working Stress - IS Method.pdf
Intze Overhead Water Tank Design by Working Stress - IS Method.pdf
 
University management System project report..pdf
University management System project report..pdfUniversity management System project report..pdf
University management System project report..pdf
 
Roadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and RoutesRoadmap to Membership of RICS - Pathways and Routes
Roadmap to Membership of RICS - Pathways and Routes
 
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
FULL ENJOY Call Girls In Mahipalpur Delhi Contact Us 8377877756
 
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
(INDIRA) Call Girl Meerut Call Now 8617697112 Meerut Escorts 24x7
 
Coefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptxCoefficient of Thermal Expansion and their Importance.pptx
Coefficient of Thermal Expansion and their Importance.pptx
 
Online banking management system project.pdf
Online banking management system project.pdfOnline banking management system project.pdf
Online banking management system project.pdf
 
result management system report for college project
result management system report for college projectresult management system report for college project
result management system report for college project
 
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptxBSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
BSides Seattle 2024 - Stopping Ethan Hunt From Taking Your Data.pptx
 
ONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdf
ONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdfONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdf
ONLINE FOOD ORDER SYSTEM PROJECT REPORT.pdf
 

AT053-VW6.pdf

  • 1. SOLUTION MANUAL SI UNIT PROBLEMS CHAPTER 2 FUNDAMENTALS of Thermodynamics Sixth Edition SONNTAG • BORGNAKKE • VAN WYLEN CONTENT SUBSECTION PROB NO. Correspondence table Concept-Study Guide Problems 1-22 Properties and Units 23-26 Force and Energy 27-37 Specific Volume 38-43 Pressure 44-57 Manometers and Barometers 58-76 Temperature 77-80 Review Problems 81-86
  • 2. Sonntag, Borgnakke and van Wylen Correspondence table CHAPTER 2 6th edition Sonntag/Borgnakke/Wylen The correspondence between the problem set in this sixth edition versus the problem set in the 5'th edition text. Problems that are new are marked new and those that are only slightly altered are marked as modified (mod). Study guide problems 2.1-2.22 and 2.23-2.26 are all new problems. New 5th Ed. New 5th Ed. New 5th Ed. 27 1 47 new 67 24 28 new 48 16 68 new 29 2 49 17 69 new 30 new 50 new 70 23 31 3 51 new 71 new 32 new 52 19 72 30 33 5 53 new 73 32 34 6 54 34 74 33 35 7 55 29 75 new 36 9 56 new 76 37 37 10 57 28 mod 77 27 38 12 58 new 78 new 39 new 59 20 79 38 40 new 60 26 80 new 41 new 61 new 81 31 42 11 62 21 82 new 43 13 63 new 83 22 44 new 64 new 84 35 45 18 65 15 85 36 46 14 66 new 86 new English Unit Problems New 5th Ed. SI New 5th Ed. SI 87 new - 97 43E 43 88 new 11 98 new 50 89 new 12 99 new 53 90 new 19 100 45E 70 91 new 20 101 46E 45 92 new 24 102 new 82 93 39E 33 103 48E 55 94 40E - 104 new 80 95 new 47 105 47E 77 96 42E 42 Design and Open ended problems 106-116 are from 5th edition problems 2.50- 2.60
  • 3. Sonntag, Borgnakke and van Wylen Concept-Study Guide Problems 2.1 Make a control volume around the turbine in the steam power plant in Fig. 1.1 and list the flows of mass and energy that are there. Solution: We see hot high pressure steam flowing in at state 1 from the steam drum through a flow control (not shown). The steam leaves at a lower pressure to the condenser (heat exchanger) at state 2. A rotating shaft gives a rate of energy (power) to the electric generator set. WT 1 2
  • 4. Sonntag, Borgnakke and van Wylen 2.2 Make a control volume around the whole power plant in Figure 1.2 and with the help of Fig. 1.1 list what flows of mass and energy are in or out and any storage of energy. Make sure you know what is inside and what is outside your chosen C.V. Solution: Smoke stack Boiler building Coal conveyor system Dock Turbine house Storage gypsum Coal storage flue gas cb Underground power cable Welectrical Hot water District heating m Coal m m Flue gas Storage for later Gypsum, fly ash, slag transport out: Cold return m m Combustion air
  • 5. Sonntag, Borgnakke and van Wylen 2.3 Make a control volume that includes the steam flow around in the main turbine loop in the nuclear propulsion system in Fig.1.3. Identify mass flows (hot or cold) and energy transfers that enter or leave the C.V. Solution: Welectrical 1 2 WT 1 3 Electric power gen. 5 4 6 7 Cooling by seawater Condensate to steam gen. cold Hot steam from generator cb The electrical power also leaves the C.V. to be used for lights, instruments and to charge the batteries.
  • 6. Sonntag, Borgnakke and van Wylen 2.4 Take a control volume around your kitchen refrigerator and indicate where the components shown in Figure 1.6 are located and show all flows of energy transfer. Solution: The valve and the cold line, the evaporator, is inside close to the inside wall and usually a small blower distributes cold air from the freezer box to the refrigerator room. cb W . Q . Q leak The black grille in the back or at the bottom is the condenser that gives heat to the room air. The compressor sits at the bottom.
  • 7. Sonntag, Borgnakke and van Wylen 2.5 An electric dip heater is put into a cup of water and heats it from 20oC to 80oC. Show the energy flow(s) and storage and explain what changes. Solution: Electric power is converted in the heater element (an electric resistor) so it becomes hot and gives energy by heat transfer to the water. The water heats up and thus stores energy and as it is warmer than the cup material it heats the cup which also stores some energy. The cup being warmer than the air gives a smaller amount of energy (a rate) to the air as a heat loss. Welectric Q loss C B
  • 8. Sonntag, Borgnakke and van Wylen 2.6 Separate the list P, F, V, v, ρ, T, a, m, L, t and V into intensive, extensive and non- properties. Solution: Intensive properties are independent upon mass: P, v, ρ, T Extensive properties scales with mass: V, m Non-properties: F, a, L, t, V Comment: You could claim that acceleration a and velocity V are physical properties for the dynamic motion of the mass, but not thermal properties.
  • 9. Sonntag, Borgnakke and van Wylen 2.7 An escalator brings four people of total 300 kg, 25 m up in a building. Explain what happens with respect to energy transfer and stored energy. Solution: The four people (300 kg) have their potential energy raised, which is how the energy is stored. The energy is supplied as electrical power to the motor that pulls the escalator with a cable.
  • 10. Sonntag, Borgnakke and van Wylen 2.8 Water in nature exist in different phases like solid, liquid and vapor (gas). Indicate the relative magnitude of density and specific volume for the three phases. Solution: Values are indicated in Figure 2.7 as density for common substances. More accurate values are found in Tables A.3, A.4 and A.5 Water as solid (ice) has density of around 900 kg/m3 Water as liquid has density of around 1000 kg/m3 Water as vapor has density of around 1 kg/m3 (sensitive to P and T)
  • 11. Sonntag, Borgnakke and van Wylen 2.9 Is density a unique measure of mass distribution in a volume? Does it vary? If so, on what kind of scale (distance)? Solution: Density is an average of mass per unit volume and we sense if it is not evenly distributed by holding a mass that is more heavy in one side than the other. Through the volume of the same substance (say air in a room) density varies only little from one location to another on scales of meter, cm or mm. If the volume you look at has different substances (air and the furniture in the room) then it can change abruptly as you look at a small volume of air next to a volume of hardwood. Finally if we look at very small scales on the order of the size of atoms the density can vary infinitely, since the mass (electrons, neutrons and positrons) occupy very little volume relative to all the empty space between them.
  • 12. Sonntag, Borgnakke and van Wylen 2.10 Density of fibers, rock wool insulation, foams and cotton is fairly low. Why is that? Solution: All these materials consists of some solid substance and mainly air or other gas. The volume of fibers (clothes) and rockwool that is solid substance is low relative to the total volume that includes air. The overall density is ρ = m V = msolid + mair Vsolid + Vair where most of the mass is the solid and most of the volume is air. If you talk about the density of the solid only, it is high.
  • 13. Sonntag, Borgnakke and van Wylen 2.11 How much mass is there approximately in 1 L of mercury (Hg)? Atmospheric air? Solution: A volume of 1 L equals 0.001 m3, see Table A.1. From Figure 2.7 the density is in the range of 10 000 kg/m3 so we get m = ρV = 10 000 kg/m3 × 0.001 m3 = 10 kg A more accurate value from Table A.4 is ρ = 13 580 kg/m3. For the air we see in Figure 2.7 that density is about 1 kg/m3 so we get m = ρV = 1 kg/m3 × 0.001 m3 = 0.001 kg A more accurate value from Table A.5 is ρ = 1.17 kg/m3 at 100 kPa, 25oC.
  • 14. Sonntag, Borgnakke and van Wylen 2.12 Can you carry 1 m3 of liquid water? Solution: The density of liquid water is about 1000 kg/m3 from Figure 2.7, see also Table A.3. Therefore the mass in one cubic meter is m = ρV = 1000 kg/m3 × 1 m3 = 1000 kg and we can not carry that in the standard gravitational field. 2.13 A manometer shows a pressure difference of 1 m of liquid mercury. Find ∆P in kPa. Solution: Hg : L = 1 m; ρ = 13 580 kg/m3 from Table A.4 (or read Fig 2.7) The pressure difference ∆P balances the column of height L so from Eq.2.2 ∆P = ρ g L = 13 580 kg/m3 × 9.80665 m/s2 × 1.0 m × 10-3 kPa/Pa = 133.2 kPa
  • 15. Sonntag, Borgnakke and van Wylen 2.14 You dive 5 m down in the ocean. What is the absolute pressure there? Solution: The pressure difference for a column is from Eq.2.2 and the density of water is from Table A.4. ∆P = ρgH = 997 kg/m3 × 9.81 m/s2 × 5 m = 48 903 Pa = 48.903 kPa Pocean= P0 + ∆P = 101.325 + 48.903 = 150 kPa
  • 16. Sonntag, Borgnakke and van Wylen 2.15 What pressure difference does a 10 m column of atmospheric air show? Solution: The pressure difference for a column is from Eq.2.2 ∆P = ρgH So we need density of air from Fig.2.7, ρ = 1.2 kg/m3 ∆P = 1.2 kg/m3 × 9.81 ms-2 × 10 m = 117.7 Pa = 0.12 kPa
  • 17. Sonntag, Borgnakke and van Wylen 2.16 The pressure at the bottom of a swimming pool is evenly distributed. Suppose we look at a cast iron plate of 7272 kg lying on the ground with an area of 100 m2. What is the average pressure below that? Is it just as evenly distributed? Solution: The pressure is force per unit area from page 25: P = F/A = mg/A = 7272 kg × (9.81 m/s2) / 100 m2 = 713.4 Pa The iron plate being cast can be reasonable plane and flat, but it is stiff and rigid. However, the ground is usually uneven so the contact between the plate and the ground is made over an area much smaller than the 100 m2. Thus the local pressure at the contact locations is much larger than the quoted value above. The pressure at the bottom of the swimming pool is very even due to the ability of the fluid (water) to have full contact with the bottom by deforming itself. This is the main difference between a fluid behavior and a solid behavior. Iron plate Ground
  • 18. Sonntag, Borgnakke and van Wylen 2.17 A laboratory room keeps a vacuum of 0.1 kPa. What net force does that put on the door of size 2 m by 1 m? Solution: The net force on the door is the difference between the forces on the two sides as the pressure times the area F = Poutside A – Pinside A = ∆P A = 0.1 kPa × 2 m × 1 m = 200 N Remember that kPa is kN/m2. Pabs = Po - ∆P ∆P = 0.1 kPa
  • 19. Sonntag, Borgnakke and van Wylen 2.18 A tornado rips off a 100 m2 roof with a mass of 1000 kg. What is the minimum vacuum pressure needed to do that if we neglect the anchoring forces? Solution: The net force on the roof is the difference between the forces on the two sides as the pressure times the area F = Pinside A – PoutsideA = ∆P A That force must overcome the gravitation mg, so the balance is ∆P A = mg ∆P = mg/A = (1000 kg × 9.807 m/s2 )/100 m2 = 98 Pa = 0.098 kPa Remember that kPa is kN/m2.
  • 20. Sonntag, Borgnakke and van Wylen 2.19 What is a temperature of –5oC in degrees Kelvin? Solution: The offset from Celsius to Kelvin is 273.15 K, so we get TK = TC + 273.15 = -5 + 273.15 = 268.15 K
  • 21. Sonntag, Borgnakke and van Wylen 2.20 What is the smallest temperature in degrees Celsuis you can have? Kelvin? Solution: The lowest temperature is absolute zero which is at zero degrees Kelvin at which point the temperature in Celsius is negative TK = 0 K = −273.15 oC
  • 22. Sonntag, Borgnakke and van Wylen 2.21 Density of liquid water is ρ = 1008 – T/2 [kg/m3] with T in oC. If the temperature increases 10oC how much deeper does a 1 m layer of water become? Solution: The density change for a change in temperature of 10oC becomes ∆ρ = – ∆T/2 = –5 kg/m3 from an ambient density of ρ = 1008 – T/2 = 1008 – 25/2 = 995.5 kg/m3 Assume the area is the same and the mass is the same m = ρV = ρAH, then we have ∆m = 0 = V∆ρ + ρ∆V ⇒ ∆V = - V∆ρ/ρ and the change in the height is ∆H = ∆V A = H∆V V = -H∆ρ ρ = -1 × (-5) 995.5 = 0.005 m barely measurable.
  • 23. Sonntag, Borgnakke and van Wylen 2.22 Convert the formula for water density in problem 21 to be for T in degrees Kelvin. Solution: ρ = 1008 – TC/2 [kg/m3] We need to express degrees Celsius in degrees Kelvin TC = TK – 273.15 and substitute into formula ρ = 1008 – TC/2 = 1008 – (TK – 273.15)/2 = 1144.6 – TK/2
  • 24. Sonntag, Borgnakke and van Wylen Properties and units 2.23 A steel cylinder of mass 2 kg contains 4 L of liquid water at 25oC at 200 kPa. Find the total mass and volume of the system. List two extensive and three intensive properties of the water Solution: Density of steel in Table A.3: ρ = 7820 kg/m3 Volume of steel: V = m/ρ = 2 kg 7820 kg/m3 = 0.000 256 m3 Density of water in Table A.4: ρ = 997 kg/m3 Mass of water: m = ρV = 997 kg/m3 ×0.004 m3 = 3.988 kg Total mass: m = msteel + mwater = 2 + 3.988 = 5.988 kg Total volume: V = Vsteel + Vwater = 0.000 256 + 0.004 = 0.004 256 m3 = 4.26 L
  • 25. Sonntag, Borgnakke and van Wylen 2.24 An apple “weighs” 80 g and has a volume of 100 cm3 in a refrigerator at 8oC. What is the apple density? List three intensive and two extensive properties of the apple. Solution: ρ = m V = 0.08 0.0001 kg m3 = 800 kg m3 Intensive ρ = 800 kg m3 ; v = 1 ρ = 0.001 25 m3 kg T = 8°C; P = 101 kPa Extensive m = 80 g = 0.08 kg V =100 cm3 = 0.1 L = 0.0001 m3
  • 26. Sonntag, Borgnakke and van Wylen 2.25 One kilopond (1 kp) is the weight of 1 kg in the standard gravitational field. How many Newtons (N) is that? F = ma = mg 1 kp = 1 kg × 9.807 m/s2 = 9.807 N
  • 27. Sonntag, Borgnakke and van Wylen 2.26 A pressurized steel bottle is charged with 5 kg of oxygen gas and 7 kg of nitrogen gas. How many kmoles are in the bottle? Table A2 : MO2 = 31.999 ; MN2 = 28.013 nO2 = mO2 / MO2 = 5 31.999 = 0.15625 kmol nO2 = mN2 / MN2 = 7 28.013 = 0.24988 kmol ntot = nO2 + nN2 = 0.15625 + 0.24988 = 0.406 kmol
  • 28. Sonntag, Borgnakke and van Wylen Force and Energy 2.27 The “standard” acceleration (at sea level and 45° latitude) due to gravity is 9.80665 m/s2. What is the force needed to hold a mass of 2 kg at rest in this gravitational field ? How much mass can a force of 1 N support ? Solution: ma = 0 = ∑ F = F - mg F = mg = 2 × 9.80665 = 19.613 N F = mg => m = F/g = 1 / 9.80665 = 0.102 kg m F g
  • 29. Sonntag, Borgnakke and van Wylen 2.28 A force of 125 N is applied to a mass of 12 kg in addition to the standard gravitation. If the direction of the force is vertical up find the acceleration of the mass. Solution: Fup = ma = F – mg a = F – mg m = F m – g = 125 12 – 9.807 = 0.61 ms-2 F g x m
  • 30. Sonntag, Borgnakke and van Wylen 2.29 A model car rolls down an incline with a slope so the gravitational “pull” in the direction of motion is one third of the standard gravitational force (see Problem 2.1). If the car has a mass of 0.45 kg find the acceleration. Solution: ma = ∑ F = mg / 3 a = mg / 3m = g/3 = 9.80665 / 3 = 3.27 m/s2 g This acceleration does not depend on the mass of the model car.
  • 31. Sonntag, Borgnakke and van Wylen 2.30 When you move up from the surface of the earth the gravitation is reduced as g = 9.807 − 3.32 × 10-6 z, with z as the elevation in meters. How many percent is the weight of an airplane reduced when it cruises at 11 000 m? Solution: go= 9.807 ms-2 gH = 9.807 – 3.32 × 10-6 × 11 000 = 9.7705 ms-2 Wo = m go ; WH = m gH WH/Wo = gH/go = 9.7705 9.807 = 0.9963 Reduction = 1 – 0.9963 = 0.0037 or 0.37% i.e. we can neglect that for most application
  • 32. Sonntag, Borgnakke and van Wylen 2.31 A car drives at 60 km/h and is brought to a full stop with constant deceleration in 5 seconds. If the total car and driver mass is 1075 kg find the necessary force. Solution: Acceleration is the time rate of change of velocity. a = dV dt = 60 × 1000 3600 × 5 = 3.333 m/s2 ma = ∑ F ; Fnet = ma = 1075 kg × 3.333 m/s2 = 3583 N
  • 33. Sonntag, Borgnakke and van Wylen 2.32 A car of mass 1775 kg travels with a velocity of 100 km/h. Find the kinetic energy. How high should it be lifted in the standard gravitational field to have a potential energy that equals the kinetic energy? Solution: Standard kinetic energy of the mass is KIN = ½ m V2 = ½ × 1775 kg ×       100 × 1000 3600 2 m2/s2 = ½ × 1775 × 27.778 Nm = 684 800 J = 684.8 kJ Standard potential energy is POT = mgh h = ½ m V2 / mg = 684 800 1775 × 9.807 = 39.3 m
  • 34. Sonntag, Borgnakke and van Wylen 2.33 A 1200-kg car moving at 20 km/h is accelerated at a constant rate of 4 m/s2 up to a speed of 75 km/h. What are the force and total time required? Solution: a = dV dt = ∆V ∆t => ∆t = ∆V a = (75 − 20) 1000 3600 × 5 = 3.82 sec F = ma = 1200 kg × 4 m/s2 = 4800 N
  • 35. Sonntag, Borgnakke and van Wylen 2.34 A steel plate of 950 kg accelerates from rest with 3 m/s2 for a period of 10s. What force is needed and what is the final velocity? Solution: Constant acceleration can be integrated to get velocity. a = dV dt => ∫ dV = ∫ a dt => ∆V = a ∆t ∆V = a ∆t = 3 m/s2 × 10 s = 30 m/s => V = 30 m/s F = ma = 950 kg × 3 m/s2 = 2850 N F
  • 36. Sonntag, Borgnakke and van Wylen 2.35 A 15 kg steel container has 1.75 kilomoles of liquid propane inside. A force of 2 kN now accelerates this system. What is the acceleration? Solution: The molecular weight for propane is M = 44.094 from Table A.2. The force must accelerate both the container mass and the propane mass. m = msteel + mpropane = 15 + (1.75 × 44.094) = 92.165 kg ma = ∑ F ⇒ a = ∑ F / m a = 2000 N 92.165 kg = 21.7 m/s2
  • 37. Sonntag, Borgnakke and van Wylen 2.36 A bucket of concrete of total mass 200 kg is raised by a crane with an acceleration of 2 m/s2 relative to the ground at a location where the local gravitational acceleration is 9.5 m/s2. Find the required force. Solution: F = ma = Fup − mg Fup = ma + mg = 200 ( 2 + 9.5 ) = 2300 N g Fup
  • 38. Sonntag, Borgnakke and van Wylen 2.37 On the moon the gravitational acceleration is approximately one-sixth that on the surface of the earth. A 5-kg mass is “weighed” with a beam balance on the surface on the moon. What is the expected reading? If this mass is weighed with a spring scale that reads correctly for standard gravity on earth (see Problem 2.1), what is the reading? Solution: Moon gravitation is: g = gearth/6 m m m Beam Balance Reading is 5 kg Spring Balance Reading is in kg units This is mass comparison Force comparison length ∝ F ∝ g Reading will be 5 6 kg
  • 39. Sonntag, Borgnakke and van Wylen Specific Volume 2.38 A 5 m3 container is filled with 900 kg of granite (density 2400 kg/m3 ) and the rest of the volume is air with density 1.15 kg/m3. Find the mass of air and the overall (average) specific volume. Solution: mair = ρ V = ρair ( Vtot − mgranite ρ ) = 1.15 [ 5 - 900 2400 ] = 1.15 × 4.625 = 5.32 kg v = V m = 5 900 + 5.32 = 0.005 52 m3/kg Comment: Because the air and the granite are not mixed or evenly distributed in the container the overall specific volume or density does not have much meaning.
  • 40. Sonntag, Borgnakke and van Wylen 2.39 A tank has two rooms separated by a membrane. Room A has 1 kg air and volume 0.5 m3, room B has 0.75 m3 air with density 0.8 kg/m3. The membrane is broken and the air comes to a uniform state. Find the final density of the air. Solution: Density is mass per unit volume m = mA + mB = mA + ρBVB = 1 + 0.8 × 0.75 = 1.6 kg V = VA + VB = 0.5 + 0.75 = 1.25 m3 ρ = m V = 1.6 1.25 = 1.28 kg/m3 A B cb
  • 41. Sonntag, Borgnakke and van Wylen 2.40 A 1 m3 container is filled with 400 kg of granite stone, 200 kg dry sand and 0.2 m3 of liquid 25°C water. Use properties from tables A.3 and A.4. Find the average specific volume and density of the masses when you exclude air mass and volume. Solution: Specific volume and density are ratios of total mass and total volume. mliq = Vliq/vliq = Vliq ρliq = 0.2 × 997 = 199.4 kg mTOT = mstone + msand + mliq = 400 + 200 + 199.4 = 799.4 kg Vstone = mv = m/ρ = 400/ 2750 = 0.1455 m3 Vsand = mv = m/ρ = 200/ 1500 = 0.1333 m3 VTOT = Vstone + Vsand + Vliq = 0.1455 + 0.1333 + 0.2 = 0.4788 m3 v = VTOT / mTOT = 0.4788/799.4 = 0.000599 m3/kg ρ = 1/v = mTOT/VTOT = 799.4/0.4788 = 1669.6 kg/m3
  • 42. Sonntag, Borgnakke and van Wylen 2.41 A 1 m3 container is filled with 400 kg of granite stone, 200 kg dry sand and 0.2 m3 of liquid 25°C water. Use properties from tables A.3 and A.4 and use air density of 1.1 kg/m3. Find the average specific volume and density of the 1 m3 volume. Solution: Specific volume and density are ratios of total mass and total volume. Vstone = mv = m/ρ = 400/ 2750 = 0.1455 m3 Vsand = mv = m/ρ = 200/ 1500 = 0.1333 m3 Vair = VTOT − Vstone − Vsand − Vliq = 1− 0.1455 − 0.1333 − 0.2 = 0.5212 m3 mair = Vair/vair = Vair ρair = 0.5212 × 1.1 = 0.573 kg mliq = Vliq/vliq = Vliq ρliq = 0.2 × 997 = 199.4 kg mTOT = mstone + msand + mliq + mair = 400 + 200 + 199.4 + 0.573 ≈ 800 kg v = VTOT / mTOT = 1/800 = 0.00125 m3/kg ρ = 1/v = mTOT/VTOT = 800/1 = 800 kg/m3
  • 43. Sonntag, Borgnakke and van Wylen 2.42 One kilogram of diatomic oxygen (O2 molecular weight 32) is contained in a 500- L tank. Find the specific volume on both a mass and mole basis (v and v ). Solution: From the definition of the specific volume v = V m = 0.5 1 = 0.5 m3/kg v = V n = V m/M = M v = 32 × 0.5 = 16 m3/kmol
  • 44. Sonntag, Borgnakke and van Wylen 2.43 A 15-kg steel gas tank holds 300 L of liquid gasoline, having a density of 800 kg/m3. If the system is decelerated with 6 m/s2 what is the needed force? Solution: m = mtank + mgasoline = 15 kg + 0.3 m3 × 800 kg/m3 = 255 kg F = ma = 255 kg × 6 m/s2 = 1530 N cb
  • 45. Sonntag, Borgnakke and van Wylen Pressure 2.44 A hydraulic lift has a maximum fluid pressure of 500 kPa. What should the piston-cylinder diameter be so it can lift a mass of 850 kg? Solution: With the piston at rest the static force balance is F↑ = P A = F↓ = mg A = π r2 = π D2/4 PA = P π D2/4 = mg ⇒ D2 = 4mg P π D = 2 mg Pπ = 2 850 × 9.807 500 π × 1000 = 0.146 m
  • 46. Sonntag, Borgnakke and van Wylen 2.45 A piston/cylinder with cross sectional area of 0.01 m2 has a piston mass of 100 kg resting on the stops, as shown in Fig. P2.45. With an outside atmospheric pressure of 100 kPa, what should the water pressure be to lift the piston? Solution: The force acting down on the piston comes from gravitation and the outside atmospheric pressure acting over the top surface. Force balance: F↑ = F↓ = PA = mpg + P0A Now solve for P (divide by 1000 to convert to kPa for 2nd term) P = P0 + mpg A = 100 kPa + 100 × 9.80665 0.01 × 1000 = 100 kPa + 98.07 kPa = 198 kPa Water cb
  • 47. Sonntag, Borgnakke and van Wylen 2.46 A vertical hydraulic cylinder has a 125-mm diameter piston with hydraulic fluid inside the cylinder and an ambient pressure of 1 bar. Assuming standard gravity, find the piston mass that will create a pressure inside of 1500 kPa. Solution: Force balance: F↑ = PA = F↓ = P0A + mpg; P0 = 1 bar = 100 kPa A = (π/4) D2 = (π/4) × 0.1252 = 0.01227 m2 cb g Po mp = (P − P0) A g = ( 1500 − 100 ) × 1000 × 0.01227 9.80665 = 1752 kg
  • 48. Sonntag, Borgnakke and van Wylen 2.47 A valve in a cylinder has a cross sectional area of 11 cm2 with a pressure of 735 kPa inside the cylinder and 99 kPa outside. How large a force is needed to open the valve? Fnet = PinA – PoutA = (735 – 99) kPa × 11 cm2 = 6996 kPa cm2 = 6996 × kN m2 × 10-4 m2 = 700 N cb Pcyl
  • 49. Sonntag, Borgnakke and van Wylen 2.48 A cannon-ball of 5 kg acts as a piston in a cylinder of 0.15 m diameter. As the gun-powder is burned a pressure of 7 MPa is created in the gas behind the ball. What is the acceleration of the ball if the cylinder (cannon) is pointing horizontally? Solution: The cannon ball has 101 kPa on the side facing the atmosphere. ma = F = P1 × A − P0 × A = (P1 − P0 ) × A = (7000 – 101) kPa × π ( 0.15 2 /4 ) m 2 = 121.9 kN a = F m = 121.9 kN 5 kg = 24 380 m/s2
  • 50. Sonntag, Borgnakke and van Wylen 2.49 Repeat the previous problem for a cylinder (cannon) pointing 40 degrees up relative to the horizontal direction. Solution: ma = F = ( P1 - P0 ) A - mg sin 40 0 ma = (7000 - 101 ) kPa × π × ( 0.152 / 4 ) m 2 - 5 × 9.807 × 0.6428 N = 121.9 kN - 31.52 N = 121.87 kN a = F m = 121.87 kN 5 kg = 24 374 m/s2
  • 51. Sonntag, Borgnakke and van Wylen 2.50 A large exhaust fan in a laboratory room keeps the pressure inside at 10 cm water relative vacuum to the hallway. What is the net force on the door measuring 1.9 m by 1.1 m? Solution: The net force on the door is the difference between the forces on the two sides as the pressure times the area F = Poutside A – Pinside A = ∆P × A = 10 cm H2O × 1.9 m × 1.1 m = 0.10 × 9.80638 kPa × 2.09 m2 = 2049 N Table A.1: 1 m H2O is 9.80638 kPa and kPa is kN/m2.
  • 52. Sonntag, Borgnakke and van Wylen 2.51 What is the pressure at the bottom of a 5 m tall column of fluid with atmospheric pressure 101 kPa on the top surface if the fluid is a) water at 20°C b) glycerine 25°C or c) light oil Solution: Table A.4: ρH2O = 997 kg/m3; ρGlyc = 1260 kg/m3; ρOil = 910 kg/m3 ∆P = ρgh P = Ptop + ∆P a) ∆P = ρgh = 997× 9.807× 5 = 48887.9 Pa P = 101 + 48.99 = 149.9 kPa b) ∆P = ρgh = 1260× 9.807× 5 = 61784 Pa P = 101 + 61.8 = 162.8 kPa c) ∆P = ρgh = 910× 9.807× 5 = 44622 Pa P = 101 + 44.6 = 145.6 kPa
  • 53. Sonntag, Borgnakke and van Wylen 2.52 The hydraulic lift in an auto-repair shop has a cylinder diameter of 0.2 m. To what pressure should the hydraulic fluid be pumped to lift 40 kg of piston/arms and 700 kg of a car? Solution: Force acting on the mass by the gravitational field F↓ = ma = mg = 740 × 9.80665 = 7256.9 N Force balance: F↑ = ( P - P0 ) A = F↓ => P = P0 + F↓ / A A = π D2 (1 / 4) = 0.031416 m2 P = 101 + 7256.9 / (0.031416 × 1000) = 332 kPa
  • 54. Sonntag, Borgnakke and van Wylen 2.53 A 2.5 m tall steel cylinder has a cross sectional area of 1.5 m2. At the bottom with a height of 0.5 m is liquid water on top of which is a 1 m high layer of gasoline. The gasoline surface is exposed to atmospheric air at 101 kPa. What is the highest pressure in the water? Solution: The pressure in the fluid goes up with the depth as P = Ptop + ∆P = Ptop + ρgh and since we have two fluid layers we get P = Ptop + [(ρh)gasoline + (ρh)water]g The densities from Table A.4 are: Air Water 1 m 0.5 m Gasoline ρgasoline = 750 kg/m3; ρwater = 997 kg/m3 P = 101 + [750 × 1 + 997 × 0.5] 9.807 1000 = 113.2 kPa
  • 55. Sonntag, Borgnakke and van Wylen 2.54 At the beach, atmospheric pressure is 1025 mbar. You dive 15 m down in the ocean and you later climb a hill up to 250 m elevation. Assume the density of water is about 1000 kg/m3 and the density of air is 1.18 kg/m3. What pressure do you feel at each place? Solution: ∆P = ρgh Pocean= P0 + ∆P = 1025 × 100 + 1000 × 9.81 × 15 = 2.4965 × 105 Pa = 250 kPa Phill = P0 - ∆P = 1025 × 100 - 1.18 × 9.81 × 250 = 0.99606 × 105 Pa = 99.61 kPa
  • 56. Sonntag, Borgnakke and van Wylen 2.55 A piston, mp= 5 kg, is fitted in a cylinder, A = 15 cm2, that contains a gas. The setup is in a centrifuge that creates an acceleration of 25 m/s2 in the direction of piston motion towards the gas. Assuming standard atmospheric pressure outside the cylinder, find the gas pressure. Solution: Force balance: F↑ = F↓ = P0A + mpg = PA P = P0 + mpg A = 101.325 + 5 × 25 1000 × 0.0015 kPa kg m/s2 Pa m2 = 184.7 kPa gas g Po
  • 57. Sonntag, Borgnakke and van Wylen 2.56 A steel tank of cross sectional area 3 m2 and 16 m tall weighs 10 000 kg and it is open at the top. We want to float it in the ocean so it sticks 10 m straight down by pouring concrete into the bottom of it. How much concrete should I put in? Solution: The force up on the tank is from the water pressure at the bottom times its area. The force down is the gravitation times mass and the atmospheric pressure. F↑ = PA = (ρoceangh + P0)A F↓ = (mtank + mconcrete)g + P0A The force balance becomes Air Ocean Concrete 10 m F↑ = F↓ = (ρoceangh + P0)A = (mtank + mconcrete)g + P0A Solve for the mass of concrete mconcrete = (ρoceanhA - mtank) = 997 × 10 × 3 – 10 000 = 19 910 kg Notice: The first term is the mass of the displaced ocean water. The net force up is the weight (mg) of this mass called bouyancy, P0 cancel.
  • 58. Sonntag, Borgnakke and van Wylen 2.57 Liquid water with density ρ is filled on top of a thin piston in a cylinder with cross-sectional area A and total height H. Air is let in under the piston so it pushes up, spilling the water over the edge. Deduce the formula for the air pressure as a function of the piston elevation from the bottom, h. Solution: Force balance H h P0 Piston: F↑ = F↓ PA = P0A + mH2Og P = P0 + mH2Og/A P = P0 + (H − h)ρg h, V air P P0
  • 59. Sonntag, Borgnakke and van Wylen Manometers and Barometers 2.58 The density of atmospheric air is about 1.15 kg/m3, which we assume is constant. How large an absolute pressure will a pilot see when flying 1500 m above ground level where the pressure is 101 kPa. Solution: Assume g and ρ are constant then the pressure difference to carry a column of height 1500 m is from Fig.2.10 ∆P = ρgh = 1.15 kg/m3 × 9.807 ms-2 × 1500 m = 16 917 Pa = 16.9 kPa The pressure on top of the column of air is then P = P0 – ∆P = 101 – 16.9 = 84.1 kPa
  • 60. Sonntag, Borgnakke and van Wylen 2.59 A differential pressure gauge mounted on a vessel shows 1.25 MPa and a local barometer gives atmospheric pressure as 0.96 bar. Find the absolute pressure inside the vessel. Solution: Convert all pressures to units of kPa. Pgauge = 1.25 MPa = 1250 kPa; P0 = 0.96 bar = 96 kPa P = Pgauge + P0 = 1250 + 96 = 1346 kPa
  • 61. Sonntag, Borgnakke and van Wylen 2.60 Two vertical cylindrical storage tanks are full of liquid water, density 1000 kg/m3, the top open to the atmoshere. One is 10 m tall, 2 m diameter, the other is 2.5 m tall with diameter 4 m. What is the total force from the bottom of each tank to the water and what is the pressure at the bottom of each tank? Solution: VA = H × πD2 × (1 / 4) = 10 × π × 22 × ( 1 / 4) = 31.416 m3 VB = H × πD2 × (1 / 4) = 2.5 × π × 42 × ( 1 / 4) = 31.416 m3 Tanks have the same volume, so same mass of water gives gravitational force F = mg = ρ V g = 1000 × 31.416 × 9.80665 = 308 086 N this is the force the legs have to supply (assuming Po below the bottom). Tanks have total force up from bottom as Ftot A = F + PoA = 308 086 + 101325 × 3.1416 = 626 408 N Ftot B = F + PoA = 308 086 + 101325 × 12.5664 = 1 581 374 N Pbot = Po + ρ H g Pbot A = 101 + (1000 × 10 × 9.80665 / 1000) = 199 kPa Pbot B = 101 + (1000 × 2.5 × 9.80665 / 1000) = 125.5 kPa Po Po g m m cb A B
  • 62. Sonntag, Borgnakke and van Wylen 2.61 Blue manometer fluid of density 925 kg/m3 shows a column height difference of 6 cm vacuum with one end attached to a pipe and the other open to P0 = 101 kPa. What is the absolute pressure in the pipe? Solution: Since the manometer shows a vacuum we have PPIPE = P0 - ∆P ∆P = ρgh = 925 × 9.807 × 0.06 = 544.3 Pa = 0.544 kPa PPIPE = 101 – 0.544 = 100.46 kPa cb Po Pipe
  • 63. Sonntag, Borgnakke and van Wylen 2.62 The absolute pressure in a tank is 85 kPa and the local ambient absolute pressure is 97 kPa. If a U-tube with mercury, density 13550 kg/m3, is attached to the tank to measure the vacuum, what column height difference would it show? Solution: ∆P = P0 - Ptank = ρg H H = ( P0 - Ptank ) / ρg = [(97 - 85 ) × 1000 ] / (13550 × 9.80665) = 0.090 m = 90 mm H
  • 64. Sonntag, Borgnakke and van Wylen 2.63 The pressure gauge on an air tank shows 75 kPa when the diver is 10 m down in the ocean. At what depth will the gauge pressure be zero? What does that mean? Ocean H20 pressure at 10 m depth is P H20 = Po + ρLg = 101.3 + 997 × 10 × 9.80665 1000 = 199 kPa Air Pressure (absolute) in tank Ptank = 199 + 75 = 274 kPa Tank Pressure (gauge) reads zero at H20 local pressure 274 = 101.3 + 997 × 9.80665 1000 L L = 17.66 m At this depth you will have to suck the air in, it can no longer push itself through a valve.
  • 65. Sonntag, Borgnakke and van Wylen 2.64 A submarine maintains 101 kPa inside it and it dives 240 m down in the ocean having an average density of 1030 kg/m3. What is the pressure difference between the inside and the outside of the submarine hull? Solution: Assume the atmosphere over the ocean is at 101 kPa, then ∆P is from the 240 m column water. ∆P = ρLg = (1030 kg/m3 × 240 m × 9.807 m/s2) / 1000 = 2424 kPa
  • 66. Sonntag, Borgnakke and van Wylen 2.65 A barometer to measure absolute pressure shows a mercury column height of 725 mm. The temperature is such that the density of the mercury is 13 550 kg/m3. Find the ambient pressure. Solution: Hg : L = 725 mm = 0.725 m; ρ = 13 550 kg/m3 The external pressure P balances the column of height L so from Fig.2.10 P = ρ L g = 13 550 kg/m3 × 9.80665 m/s2 × 0.725 m × 10-3 kPa/Pa = 96.34 kPa
  • 67. Sonntag, Borgnakke and van Wylen 2.66 An absolute pressure gauge attached to a steel cylinder shows 135 kPa. We want to attach a manometer using liquid water a day that Patm = 101 kPa. How high a fluid level difference must we plan for? Solution: Since the manometer shows a pressure difference we have ∆P = PCYL - Patm = ρ L g L = ∆P / ρg = (135 – 101) kPa 997 kg m-3 × 10 × 9.807 m/s2 1000 Pa kPa = 3.467 m H
  • 68. Sonntag, Borgnakke and van Wylen 2.67 The difference in height between the columns of a manometer is 200 mm with a fluid of density 900 kg/m3. What is the pressure difference? What is the height difference if the same pressure difference is measured using mercury, density 13600 kg/ m3, as manometer fluid? Solution: ∆P = ρ1gh1 = 900 kg/m3 × 9.807 m/s2 × 0.2 m = 1765.26 Pa = 1.77 kPa hHg = ∆P/ (ρhg g) = (ρ1 gh1) / (ρhg g) = 900 13600 × 0.2 = 0.0132 m= 13.2 mm
  • 69. Sonntag, Borgnakke and van Wylen 2.68 An exploration submarine should be able to go 4000 m down in the ocean. If the ocean density is 1020 kg/m3 what is the maximum pressure on the submarine hull? Solution: ∆P = ρLg = (1020 kg/m3 × 4000 m × 9.807 m/s2) / 1000 = 40 012 kPa ≈ 40 MPa
  • 70. Sonntag, Borgnakke and van Wylen 2.69 Assume we use a pressure gauge to measure the air pressure at street level and at the roof of a tall building. If the pressure difference can be determined with an accuracy of 1 mbar (0.001 bar) what uncertainty in the height estimate does that corresponds to? Solution: ρair = 1.169 kg/m3 from Table A.5 ∆P = 0.001 bar = 100 Pa L = ∆P ρg = 100 1.169 × 9.807 = 8.72 m
  • 71. Sonntag, Borgnakke and van Wylen 2.70 A U-tube manometer filled with water, density 1000 kg/m3, shows a height difference of 25 cm. What is the gauge pressure? If the right branch is tilted to make an angle of 30° with the horizontal, as shown in Fig. P2.70, what should the length of the column in the tilted tube be relative to the U-tube? Solution: Same height in the two sides in the direction of g. ∆P = F/A = mg/A = Vρg/A = hρg = 0.25 × 1000 × 9.807 = 2452.5 Pa = 2.45 kPa h = H × sin 30° ⇒ H = h/sin 30° = 2h = 50 cm 30o H h
  • 72. Sonntag, Borgnakke and van Wylen 2.71 A barometer measures 760 mmHg at street level and 735 mmHg on top of a building. How tall is the building if we assume air density of 1.15 kg/m3? Solution: ∆P = ρgH H = ∆P/ρg = 760 – 735 1.15 × 9.807 mmHg kg/m2s2 133.32 Pa mmHg = 295 m
  • 73. Sonntag, Borgnakke and van Wylen 2.72 A piece of experimental apparatus is located where g = 9.5 m/s2 and the temperature is 5°C. An air flow inside the apparatus is determined by measuring the pressure drop across an orifice with a mercury manometer (see Problem 2.77 for density) showing a height difference of 200 mm. What is the pressure drop in kPa? Solution: ∆P = ρgh ; ρHg = 13600 kg/m3 ∆P = 13 600 kg/m3 × 9.5 m/s2 × 0.2 m = 25840 Pa = 25.84 kPa g Air
  • 74. Sonntag, Borgnakke and van Wylen 2.73 Two piston/cylinder arrangements, A and B, have their gas chambers connected by a pipe. Cross-sectional areas are AA = 75 cm2 and AB = 25 cm2 with the piston mass in A being mA = 25 kg. Outside pressure is 100 kPa and standard gravitation. Find the mass mB so that none of the pistons have to rest on the bottom. Solution: P P o o cb Force balance for both pistons: F↑ = F↓ A: mPAg + P0AA = PAA B: mPBg + P0AB = PAB Same P in A and B gives no flow between them. mPAg AA + P0 = mPBg AB + P0 => mPB = mPA AA/ AB = 25 × 25/75 = 8.33 kg
  • 75. Sonntag, Borgnakke and van Wylen 2.74 Two hydraulic piston/cylinders are of same size and setup as in Problem 2.73, but with negligible piston masses. A single point force of 250 N presses down on piston A. Find the needed extra force on piston B so that none of the pistons have to move. Solution: AA = 75 cm2 ; AB = 25 cm2 No motion in connecting pipe: PA = PB Forces on pistons balance P o Po cb A B FB FA PA = P0 + FA / AA = PB = P0 + FB / AB FB = FA × AB AA = 250 × 25 75 = 83.33 N
  • 76. Sonntag, Borgnakke and van Wylen 2.75 A pipe flowing light oil has a manometer attached as shown in Fig. P2.75. What is the absolute pressure in the pipe flow? Solution: Table A.3: ρoil = 910 kg/m3; ρwater = 997 kg/m3 PBOT = P0 + ρwater g Htot = P0 + 997 × 9.807 × 0.8 = Po + 7822 Pa PPIPE = PBOT – ρwater g H1 – ρoil g H2 = PBOT – 997 × 9.807 × 0.1 – 910 × 9.807 × 0.2 = PBOT – 977.7 Pa – 1784.9 Pa PPIPE = Po + (7822 – 977.7 – 1784.9) Pa = Po + 5059.4 Pa = 101.325 + 5.06 = 106.4 kPa
  • 77. Sonntag, Borgnakke and van Wylen 2.76 Two cylinders are filled with liquid water, ρ = 1000 kg/m3, and connected by a line with a closed valve. A has 100 kg and B has 500 kg of water, their cross- sectional areas are AA = 0.1 m2 and AB = 0.25 m2 and the height h is 1 m. Find the pressure on each side of the valve. The valve is opened and water flows to an equilibrium. Find the final pressure at the valve location. Solution: VA = vH2OmA = mA/ρ = 0.1 = AAhA => hA = 1 m VB = vH2OmB = mB/ρ = 0.5 = ABhB => hB = 2 m PVB = P0 + ρg(hB+H) = 101325 + 1000 × 9.81 × 3 = 130 755 Pa PVA = P0 + ρghA = 101325 + 1000 × 9.81 × 1 = 111 135 Pa Equilibrium: same height over valve in both Vtot = VA + VB = h2AA + (h2 - H)AB ⇒ h2 = hAAA + (hB+H)AB AA + AB = 2.43 m PV2 = P0 + ρgh2 = 101.325 + (1000 × 9.81 × 2.43)/1000 = 125.2 kPa
  • 78. Sonntag, Borgnakke and van Wylen Temperature 2.77 The density of mercury changes approximately linearly with temperature as ρHg = 13595 − 2.5 T kg/ m3 T in Celsius so the same pressure difference will result in a manometer reading that is influenced by temperature. If a pressure difference of 100 kPa is measured in the summer at 35°C and in the winter at −15°C, what is the difference in column height between the two measurements? Solution: The manometer reading h relates to the pressure difference as ∆P = ρ L g ⇒ L = ∆P ρg The manometer fluid density from the given formula gives ρsu = 13595 − 2.5 × 35 = 13507.5 kg/m3 ρw = 13595 − 2.5 × (−15) = 13632.5 kg/m3 The two different heights that we will measure become Lsu = 100 × 103 13507.5 × 9.807 kPa (Pa/kPa) (kg/m3) m/s2 = 0.7549 m Lw = 100 × 103 13632.5 × 9.807 kPa (Pa/kPa) (kg/m3) m/s2 = 0.7480 m ∆L = Lsu - Lw = 0.0069 m = 6.9 mm
  • 79. Sonntag, Borgnakke and van Wylen 2.78 A mercury thermometer measures temperature by measuring the volume expansion of a fixed mass of liquid Hg due to a change in the density, see problem 2.35. Find the relative change (%) in volume for a change in temperature from 10°C to 20°C. Solution: From 10°C to 20°C At 10°C : ρHg = 13595 – 2.5 × 10 = 13570 kg/m3 At 20°C : ρHg = 13595 – 2.5 × 20 = 13545 kg/m3 The volume from the mass and density is: V = m/ρ Relative Change = V20– V10 V10 = (m/ρ20) - (m/ρ10) m/ρ10 = ρ10 ρ20 – 1 = 13570 13545 – 1 = 0.0018 (0.18%)
  • 80. Sonntag, Borgnakke and van Wylen 2.79 Using the freezing and boiling point temperatures for water in both Celsius and Fahrenheit scales, develop a conversion formula between the scales. Find the conversion formula between Kelvin and Rankine temperature scales. Solution: TFreezing = 0 oC = 32 F; TBoiling = 100 oC = 212 F ∆T = 100 oC = 180 F ⇒ ToC = (TF - 32)/1.8 or TF = 1.8 ToC + 32 For the absolute K & R scales both are zero at absolute zero. TR = 1.8 × TK
  • 81. Sonntag, Borgnakke and van Wylen 2.80 The atmosphere becomes colder at higher elevation. As an average the standard atmospheric absolute temperature can be expressed as Tatm = 288 - 6.5 × 10−3 z, where z is the elevation in meters. How cold is it outside an airplane cruising at 12 000 m expressed in Kelvin and in Celsius? Solution: For an elevation of z = 12 000 m we get Tatm = 288 - 6.5 × 10−3 z = 210 K To express that in degrees Celsius we get TC = T – 273.15 = −63.15oC
  • 82. Sonntag, Borgnakke and van Wylen Review Problems 2.81 Repeat problem 2.72 if the flow inside the apparatus is liquid water, ρ ≅ 1000 kg/m3, instead of air. Find the pressure difference between the two holes flush with the bottom of the channel. You cannot neglect the two unequal water columns. Solution: Balance forces in the manometer: P P 1 . 2 · h h1 2 H (H - h2) - (H - h1) = ∆hHg = h1 - h2 P1A + ρH2Oh1gA + ρHg(H - h1)gA = P2A + ρH2Oh2gA + ρHg(H - h2)gA ⇒ P1 - P2 = ρH2O(h2 - h1)g + ρHg(h1 - h2)g P1 - P2 = ρHg∆hHgg - ρH2O∆hHgg = 13600 × 0.2 × 9.5 - 1000 × 0.2 × 9.5 = 25840 - 1900 = 23940 Pa = 23.94 kPa
  • 83. Sonntag, Borgnakke and van Wylen 2.82 The main waterline into a tall building has a pressure of 600 kPa at 5 m elevation below ground level. How much extra pressure does a pump need to add to ensure a water line pressure of 200 kPa at the top floor 150 m above ground? Solution: The pump exit pressure must balance the top pressure plus the column ∆P. The pump inlet pressure provides part of the absolute pressure. Pafter pump = Ptop + ∆P ∆P = ρgh = 997 kg/m3 × 9.807 m/s2 × (150 + 5) m = 1 515 525 Pa = 1516 kPa Pafter pump = 200 + 1516 = 1716 kPa ∆Ppump = 1716 – 600 = 1116 kPa
  • 84. Sonntag, Borgnakke and van Wylen 2.83 A 5-kg piston in a cylinder with diameter of 100 mm is loaded with a linear spring and the outside atmospheric pressure of 100 kPa. The spring exerts no force on the piston when it is at the bottom of the cylinder and for the state shown, the pressure is 400 kPa with volume 0.4 L. The valve is opened to let some air in, causing the piston to rise 2 cm. Find the new pressure. Solution: A linear spring has a force linear proportional to displacement. F = k x, so the equilibrium pressure then varies linearly with volume: P = a + bV, with an intersect a and a slope b = dP/dV. Look at the balancing pressure at zero volume (V -> 0) when there is no spring force F = PA = PoA + mpg and the initial state. These two points determine the straight line shown in the P-V diagram. Piston area = AP = (π/4) × 0.12 = 0.00785 m2 400 106.2 2 1 0 0.4 P V 0.557 2 P a = P0 + mpg Ap = 100 kPa + 5 × 9.80665 0.00785 Pa = 106.2 kPa intersect for zero volume. V2 = 0.4 + 0.00785 × 20 = 0.557 L P2 = P1 + dP dV ∆V = 400 + (400-106.2) 0.4 - 0 (0.557 - 0.4) = 515.3 kPa
  • 85. Sonntag, Borgnakke and van Wylen 2.84 In the city water tower, water is pumped up to a level 25 m above ground in a pressurized tank with air at 125 kPa over the water surface. This is illustrated in Fig. P2.84. Assuming the water density is 1000 kg/m3 and standard gravity, find the pressure required to pump more water in at ground level. Solution: ∆P = ρ L g = 1000 kg/m3 × 25 m × 9.807 m/s2 = 245 175 Pa = 245.2 kPa Pbottom = Ptop + ∆P = 125 + 245.2 = 370 kPa cb
  • 86. Sonntag, Borgnakke and van Wylen 2.85 Two cylinders are connected by a piston as shown in Fig. P2.85. Cylinder A is used as a hydraulic lift and pumped up to 500 kPa. The piston mass is 25 kg and there is standard gravity. What is the gas pressure in cylinder B? Solution: Force balance for the piston: PBAB + mpg + P0(AA - AB) = PAAA AA = (π/4)0.12 = 0.00785 m2; AB = (π/4)0.0252 = 0.000 491 m2 PBAB = PAAA - mpg - P0(AA - AB) = 500× 0.00785 - (25 × 9.807/1000) - 100 (0.00785 - 0.000 491) = 2.944 kN PB = 2.944/0.000 491 = 5996 kPa = 6.0 MPa P B GAS A Oil P o cb
  • 87. Sonntag, Borgnakke and van Wylen 2.86 A dam retains a lake 6 m deep. To construct a gate in the dam we need to know the net horizontal force on a 5 m wide and 6 m tall port section that then replaces a 5 m section of the dam. Find the net horizontal force from the water on one side and air on the other side of the port. Solution: Pbot = P0 + ∆P ∆P = ρgh = 997× 9.807× 6 = 58 665 Pa = 58.66 kPa Neglect ∆P in air Fnet = Fright – Fleft = Pavg A - P0A Pavg = P0 + 0.5 ∆P Since a linear pressure variation with depth. Fnet = (P0 + 0.5 ∆P)A - P0A = 0.5 ∆P A = 0.5 × 58.66 × 5 × 6 = 880 kN F F left right
  • 88. SOLUTION MANUAL ENGLISH UNIT PROBLEMS CHAPTER 2 FUNDAMENTALS of Thermodynamics Sixth Edition SONNTAG • BORGNAKKE • VAN WYLEN
  • 89. Sonntag, Borgnakke and Wylen CHAPTER 2 SUBSECTION PROB NO. Concept-Study Guide Problems 87-91 Properties and Units 92 Force, Energy and Specific Volume 93-96 Pressure, Manometers and Barometers 97-103 Temperature 104-105 Correspondence table The correspondence between the problem set in this sixth edition versus the problem set in the 5'th edition text. Problems that are new are marked new and the SI number refers to the corresponding 6th edition SI unit problem. New 5th Ed. SI New 5th Ed. SI 87 new - 97 43E 43 88 new 11 98 new 50 89 new 12 99 new 53 90 new 19 100 45E 70 91 new 20 101 46E 45 92 new 24 102 new 82 93 39E 33 103 48E 55 94 40E - 104 new 80 95 new 47 105 47E 77 96 42E 42
  • 90. Sonntag, Borgnakke and Wylen Concept Problems 2.87E A mass of 2 lbm has acceleration of 5 ft/s2, what is the needed force in lbf? Solution: Newtons 2nd law: F = ma F = ma = 2 lbm × 5 ft/s2 = 10 lbm ft/s2 = 10 32.174 lbf = 0.31 lbf 2.88E How much mass is in 0.25 gallon of liquid mercury (Hg)? Atmospheric air? Solution: A volume of 1 gal equals 231 in3, see Table A.1. From Figure 2.7 the density is in the range of 10 000 kg/m3 = 624.28 lbm/ft3, so we get m = ρV = 624.3 lbm/ft3 × 0.25 × (231/123 ) ft3 = 20.86 lbm A more accurate value from Table F.3 is ρ = 848 lbm/ft3. For the air we see in Figure 2.7 that density is about 1 kg/m3 = 0.06243 lbm/ft3 so we get m = ρV = 0.06243 lbm/ft3 × 0.25 × (231/123 ) ft3 = 0.00209 lbm A more accurate value from Table F.4 is ρ = 0.073 lbm/ft3 at 77 F, 1 atm.
  • 91. Sonntag, Borgnakke and Wylen 2.89E Can you easily carry a one gallon bar of solid gold? Solution: The density of solid gold is about 1205 lbm/ft3 from Table F.2, we could also have read Figure 2.7 and converted the units. V = 1 gal = 231 in3 = 231 × 12-3 ft3 = 0.13368 ft3 Therefore the mass in one gallon is m = ρV = 1205 lbm/ft3 × 0.13368 ft3 = 161 lbm and some people can just about carry that in the standard gravitational field. 2.90E What is the temperature of –5F in degrees Rankine? Solution: The offset from Fahrenheit to Rankine is 459.67 R, so we get TR = TF + 459.67 = -5 + 459.67 = 454.7 R 2.91E What is the smallest temperature in degrees Fahrenheit you can have? Rankine? Solution: The lowest temperature is absolute zero which is at zero degrees Rankine at which point the temperature in Fahrenheit is negative TR = 0 R = −459.67 F
  • 92. Sonntag, Borgnakke and Wylen Properties and Units 2.92E An apple weighs 0.2 lbm and has a volume of 6 in3 in a refrigerator at 38 F. What is the apple density? List three intensive and two extensive properties for the apple. Solution: ρ = m V = 0.2 6 lbm in3 = 0.0333 lbm in3 = 57.6 lbm ft3 Intensive ρ = 57.6 lbm ft3 ; v = 1 ρ = 0.0174 ft3 lbm T = 38 F; P = 14.696 lbf/in2 Extensive m = 0.2 lbm V = 6 in3 = 0.026 gal = 0.00347 ft3
  • 93. Sonntag, Borgnakke and Wylen Force, Energy, Density 2.93E A 2500-lbm car moving at 15 mi/h is accelerated at a constant rate of 15 ft/s2 up to a speed of 50 mi/h. What are the force and total time required? Solution: a = dV dt = ∆V ∆t ⇒ ∆t = ∆V a ∆t = (50 − 15) mi/h × 1609.34 m/mi × 3.28084 ft/m 3600 s/h × 15 ft/s2 = 3.42 sec F = ma = (2500 × 15 / 32.174) lbf = 1165 lbf
  • 94. Sonntag, Borgnakke and Wylen 2.94E Two pound moles of diatomic oxygen gas are enclosed in a 20-lbm steel container. A force of 2000 lbf now accelerates this system. What is the acceleration? Solution: The molecular weight for oxygen is M = 31.999 from Table F.1. The force must accelerate both the container and the oxygen mass. mO2 = nO2 MO2 = 2 × 31.999 = 64 lbm mtot = mO2 + msteel = 64 + 20 = 84 lbm a = F mtot = 2000 lbf 84 lbm × 32.174 lbm ft s-2 lbf = 766 ft/s2
  • 95. Sonntag, Borgnakke and Wylen 2.95E A valve in a cylinder has a cross sectional area of 2 in2 with a pressure of 100 psia inside the cylinder and 14.7 psia outside. How large a force is needed to open the valve? Solution: Fnet = PinA – PoutA = (100 – 14.7) psia × 2 in2 = 170.6 (lbf/in2) × in2 = 170.6 lbf cb Pcyl
  • 96. Sonntag, Borgnakke and Wylen 2.96E One pound-mass of diatomic oxygen (O 2 molecular weight 32) is contained in a 100-gal tank. Find the specific volume on both a mass and mole basis (v and v ). Solution: V = 231 in3 = (231 / 123) ft3 = 0.1337 ft3 conversion seen in Table A.1 This is based on the definition of the specific volume v = V/m = 0.1337 ft3/1 lbm = 0.1337 ft3/lbm v̄ = V/n = V m/M = Mv = 32 × 0.1337 = 4.278 ft3/lbmol
  • 97. Sonntag, Borgnakke and Wylen Pressure 2.97E A 30-lbm steel gas tank holds 10 ft3 of liquid gasoline, having a density of 50 lbm/ft3. What force is needed to accelerate this combined system at a rate of 15 ft/s2? Solution: m = mtank + mgasoline = 30 lbm + 10 ft3 × 50 lbm/ft3 = 530 lbm cb F = ma = (530 lbm × 15 ft/s2) / (32.174 lbm ft/s2 lbf) = 247.1 lbf
  • 98. Sonntag, Borgnakke and Wylen 2.98E A laboratory room keeps a vacuum of 4 in. of water due to the exhaust fan. What is the net force on a door of size 6 ft by 3 ft? Solution: The net force on the door is the difference between the forces on the two sides as the pressure times the area F = Poutside A – Pinside A = ∆P × A = 4 in H2O × 6 ft × 3 ft = 4 × 0.036126 lbf/in2 × 18 ft2 × 144 in2/ft2 = 374.6 lbf Table A.1: 1 in H2O is 0.036 126 lbf/in2, unit also often listed as psi.
  • 99. Sonntag, Borgnakke and Wylen 2.99E A 7 ft m tall steel cylinder has a cross sectional area of 15 ft2. At the bottom with a height of 2 ft m is liquid water on top of which is a 4 ft high layer of gasoline. The gasoline surface is exposed to atmospheric air at 14.7 psia. What is the highest pressure in the water? Solution: The pressure in the fluid goes up with the depth as P = Ptop + ∆P = Ptop + ρgh and since we have two fluid layers we get P = Ptop + [(ρh)gasoline + (ρh)water]g The densities from Table F.4 are: Air Water 4 ft 2 ft Gasoline ρgasoline = 46.8 lbm/ft3; ρwater = 62.2 lbm/ft3 P = 14.7 + [46.8 × 4 + 62.2 × 2] 32.174 144 × 32.174 = 16.86 lbf/in2
  • 100. Sonntag, Borgnakke and Wylen 2.100E A U-tube manometer filled with water, density 62.3 lbm/ft3, shows a height difference of 10 in. What is the gauge pressure? If the right branch is tilted to make an angle of 30° with the horizontal, as shown in Fig. P2.72, what should the length of the column in the tilted tube be relative to the U-tube? Solution: h H 30° ∆P = F/A = mg/A = hρg = (10/12)× 62.3 × 32.174 32.174 ×144 = Pgauge = 0.36 lbf/in2 h = H × sin 30° ⇒ H = h/sin 30° = 2h = 20 in = 0.833 ft
  • 101. Sonntag, Borgnakke and Wylen 2.101E A piston/cylinder with cross-sectional area of 0.1 ft2 has a piston mass of 200 lbm resting on the stops, as shown in Fig. P2.45. With an outside atmospheric pressure of 1 atm, what should the water pressure be to lift the piston? Solution: The force acting down on the piston comes from gravitation and the outside atmospheric pressure acting over the top surface. Force balance: F↑ = F↓ = PA = mpg + P0A Now solve for P (multiply by 144 to convert from ft2 to in2) P = P0 + mpg A = 14.696 + 200 × 32.174 0.1 × 144 × 32.174 = 14.696 psia + 13.88 psia = 28.58 lbf/in2 Water cb
  • 102. Sonntag, Borgnakke and Wylen 2.102E The main waterline into a tall building has a pressure of 90 psia at 16 ft elevation below ground level. How much extra pressure does a pump need to add to ensure a waterline pressure of 30 psia at the top floor 450 ft above ground? Solution: The pump exit pressure must balance the top pressure plus the column ∆P. The pump inlet pressure provides part of the absolute pressure. Pafter pump = Ptop + ∆P ∆P = ρgh = 62.2 lbm/ft3 × 32.174 ft/s2 × (450 + 16) ft × 1 lbf s2 32.174 lbm ft = 28 985 lbf/ft2 = 201.3 lbf/in2 Pafter pump = 30 + 201.3 = 231.3 psia ∆Ppump = 231.3 – 90 = 141.3 psi
  • 103. Sonntag, Borgnakke and Wylen 2.103E A piston, mp = 10 lbm, is fitted in a cylinder, A = 2.5 in.2, that contains a gas. The setup is in a centrifuge that creates an acceleration of 75 ft/s2. Assuming standard atmospheric pressure outside the cylinder, find the gas pressure. Solution: Force balance: F↑ = F↓ = P0A + mpg = PA P = P0 + mpg A = 14.696 + 10 × 75 2.5 × 32.174 lbm ft/s2 in2 lbf-s2 lbm-ft = 14.696 + 9.324 = 24.02 lbf/in2 gas g Po
  • 104. Sonntag, Borgnakke and Wylen Temperature 2.104E The atmosphere becomes colder at higher elevation. As an average the standard atmospheric absolute temperature can be expressed as Tatm = 518 - 3.84 × 10−3 z, where z is the elevation in feet. How cold is it outside an airplane cruising at 32 000 ft expressed in Rankine and in Fahrenheit? Solution: For an elevation of z = 32 000 ft we get Tatm = 518 – 3.84 × 10−3 z = 395.1 R To express that in degrees Fahrenheit we get TF = T – 459.67 = −64.55 F
  • 105. Sonntag, Borgnakke and Wylen 2.105E The density of mercury changes approximately linearly with temperature as ρHg = 851.5 - 0.086 T lbm/ft3 T in degrees Fahrenheit so the same pressure difference will result in a manometer reading that is influenced by temperature. If a pressure difference of 14.7 lbf/in.2 is measured in the summer at 95 F and in the winter at 5 F, what is the difference in column height between the two measurements? Solution: ∆P = ρgh ⇒ h = ∆P/ρg ρsu = 843.33 lbm/ft3; ρw = 851.07 lbm/ft3 hsu = 14.7 × 144 × 32.174 843.33 × 32.174 = 2.51 ft = 30.12 in hw = 14.7 × 144 × 32.174 851.07 × 32.174 = 2.487 ft = 29.84 in ∆h = hsu - hw = 0.023 ft = 0.28 in
  • 106. SOLUTION MANUAL ENGLISH UNIT PROBLEMS CHAPTER 3 FUNDAMENTALS of Thermodynamics Sixth Edition SONNTAG • BORGNAKKE • VAN WYLEN
  • 107. Sonntag, Borgnakke and van Wylen CONTENT CHAPTER 3 SUBSECTION PROB NO. Correspondence table Study guide problems 1-20 Phase diagrams, triple and critical points 21-28 General tables 29-63 Ideal gas 64-79 Compressibility factor 79-89 Review problems 90-115 Linear interpolation 116-121 Computer tables 122-127 English unit problems 128-158
  • 108. Sonntag, Borgnakke and van Wylen Correspondence Table CHAPTER 3 6th edition Sonntag/Borgnakke/Wylen The set of problems have a correspondence to the 5th edition Fundamentals of Thermodynamics as: Problems 3.1 through 3.20 are all new New 5th New 5th New 5th 21 new 57 46 93 30 mod 22 2 58 48 94 31 mod 23 1 59 39 mod 95 32 24 60 57 96 new 25 3 61 51 97 60 26 new 62 new 98 55 27 4 63 new 99 new 28 28 mod 64 5 100 59 29 new 65 new 101 53 30 23 66 22 102 54 31 28 mod 67 6 103 50 32 24 68 new 104 49 33 new 69 8 105 45 34 new 70 new 106 56 35 new 71 10 107 9 36 29 72 13 108 52 37 new 73 new 109 7 38 new 74 25 110 47 39 27 mod 75 new 111 11 40 new 76 new 112 12 41 37 77 new 113 16 42 41 78 17 114 38 43 new 79 14 115 34 44 new 80 19 116 new 45 new 81 33 117 new 46 new 82 new 118 new 47 36 83 new 119 new 48 new 84 new 120 new 49 58 85 new 121 new 50 35 86 20 122 new 51 42 87 new 123 new 52 new 88 21 124 new 53 43 89 18 125 new 54 new 90 26 mod 126 86 55 40 91 16 mod 127 87 56 44 92 30 mod
  • 109. Sonntag, Borgnakke and van Wylen The English unit problem correspondence is New 5th Ed. SI New 5th Ed. SI 128 new 5 143 77E 53 129 new 7 144 new 62 130 new 9 145 79E 58 131 new 11 146 62E 69 132 new 17 147 new 65 133 new 23 148 69E c+d 70E d - 134 61E 27 149 72E 81 135 68E a-c 30 150 64E 113 136 68E d-f 30 151 new 74 137 new 40 152 81E 49 138 70E 36 153 new 99 139 73E 47 154 71E 95 140 74E 41 155 80E 61 141 new 44 156 83E 106 142 76E 51 157 65E 89 158 66E - The Computer, design and open-ended problem correspondence is New 5th New 5th New 5th 159 new 163 90 167 94 160 new 164 91 168 95 161 88 165 92 162 89 166 93 mod indicates a modification from the previous problem that changes the solution but otherwise is the same type problem.
  • 110. Sonntag, Borgnakke and van Wylen Concept-Study Guide Problems
  • 111. Sonntag, Borgnakke and van Wylen 3.1 What is the lowest temperature (approximately) at which water can be liquid? Look at the phase diagram in Fig. 3.7. At the border between ice I, ice III and the liquid region is a triple point which is the lowest T where you can have liquid. From the figure it is estimated to be about 255 K i.e. at -18oC. T ≈ 255 K ≈ - 18°C ln P T V L S CR.P. lowest T liquid 3.2 What is the percent change in volume as liquid water freezes? Mention some effects in nature and for our households the volume change can have. The density of water in the different phases can be found in Tables A.3 and A.4 and in Table B.1. From Table B.1.1 vf = 0.00100 m3/kg From Table B.1.5 vi = 0.0010908 m3/kg Percent change: 100 vi – vf vf = 100 × 0.0010908 – 0.001 0.001 = 9.1 % increase Liquid water that seeps into cracks or other confined spaces and then freezes will expand and widen the cracks. This is what destroys any pourous material exposed to the weather on buildings, roads and mountains. 3.3 When you skate on ice a thin liquid film forms under the skate; how can that be? The ice is at some temperature below the freezing temperature for the atmospheric pressure of 100 kPa = 0.1 MPa and thus to the left of the fusion line in the solid ice I region of Fig. 3.7. As the skate comes over the ice the pressure is increased dramatically right under the blade so it brings the state straight up in the diagram crossing the fusion line and brings it into a liquid state at same temperature. The very thin liquid film under the skate changes the friction to be viscous rather than a solid to solid contact friction. Friction is thus significantly reduced.
  • 112. Sonntag, Borgnakke and van Wylen 3.4 An external water tap has the valve activated by a long spindle so the closing mechanism is located well inside the wall. Why is that? Solution: By having the spindle inside the wall the coldest location with water when the valve is closed is kept at a temperature above the freezing point. If the valve spindle was outside there would be some amount of water that could freeze while it is trapped inside the pipe section potentially rupturing the pipe. 3.5 Some tools should be cleaned in water at a least 150oC. How high a P is needed? Solution: If I need liquid water at 150oC I must have a pressure that is at least the saturation pressure for this temperature. Table B.1.1: 150oC Psat = 475.9 kPa. 3.6 Are the pressures in the tables absolute or gauge pressures? Solution: The behavior of a pure substance depends on the absolute pressure, so P in the tables is absolute. 3.7 If I have 1 L ammonia at room pressure and temperature (100 kPa, 20oC) how much mass is that? Ammonia Tables B.2: B.2.1 Psat = 857.5 kPa at 20oC so superheated vapor. B.2.2 v = 1.4153 m3/kg under subheading 100 kPa m = V v = 0.001 m3 1.4153 m3/kg = 0.000 706 kg = 0.706 g
  • 113. Sonntag, Borgnakke and van Wylen 3.8 How much is the change in liquid specific volume for water at 20oC as you move up from state i towards state j in figure 3.12 reaching 15 000 kPa? State “i”, here “a”, is saturated liquid and up is then compressed liquid states a Table B.1.1: vf = 0.001 002 m3/kg at 2.34 kPa b Table B.1.4: vf = 0.001 002 m3/kg at 500 kPa c Table B.1.4: vf = 0.001 001 m3/kg at 2000 kPa d Table B.1.4: vf = 0.001 000 m3/kg at 5000 kPa e Table B.1.4: vf = 0.000 995 m3/kg at 15 000 kPa f Table B.1.4: vf = 0.000 980 m3/kg at 50 000 kPa Notice how small the changes in v are for very large changes in P. v T v P a b c T = 20 C o d e f f-a P T v V L S C.P. a f
  • 114. Sonntag, Borgnakke and van Wylen 3.9 For water at 100 kPa with a quality of 10% find the volume fraction of vapor. This is a two-phase state at a given pressure: Table B.1.2: vf = 0.001 043 m3/kg, vg = 1.6940 m3/kg From the definition of quality we get the masses from total mass, m, as mf = (1 – x) m, mg = x m The volumes are Vf = mf vf = (1 – x) m vf, Vg = mg vg = x m vg So the volume fraction of vapor is Fraction = Vg V = Vg Vg + Vf = x m vg x m vg + (1 – x)m vf = 0.1 × 1.694 0.1 × 1.694 + 0.9 × 0.001043 = 0.1694 0.17034 = 0.9945 Notice that the liquid volume is only about 0.5% of the total. We could also have found the overall v = vf + xvfg and then V = m v.
  • 115. Sonntag, Borgnakke and van Wylen 3.10 Sketch two constant-pressure curves (500 kPa and 30 000 kPa) in a T-v diagram and indicate on the curves where in the water tables you see the properties. P 0.5 MPa 30 C.P. v T v 500 kPa 30 MPa B 1 4 B.1.3 B 1 4 B.1.3 B.1.3 B.1.2 B.1.1 B.1.5 B.1.5 B.1.3 The 30 MPa line in Table B.1.4 starts at 0oC and table ends at 380oC, the line is continued in Table B.1.3 starting at 375oC and table ends at 1300oC. The 500 kPa line in Table B.1.4 starts at 0.01oC and table ends at the saturated liquid state (151.86oC). The line is continued in Table B.1.3 starting at the saturated vapor state (151.86oC) continuing up to 1300oC.
  • 116. Sonntag, Borgnakke and van Wylen 3.11 Locate the state of ammonia at 200 kPa, -10oC. Indicate in both the P-v and the T-v diagrams the location of the nearest states listed in the printed table B.2 T C.P. v 200 kPa P C.P. v T 200 290.9 -18.9 -10 0 -18.9 C -10 C 150 kPa 3.12 Why are most of the compressed liquid or solid regions not included in the printed tables? For the compressed liquid and the solid phases the specific volume and thus density is nearly constant. These surfaces are very steep nearly constant v and there is then no reason to fill up a table with the same value of v for different P and T.
  • 117. Sonntag, Borgnakke and van Wylen 3.13 Water at 120oC with a quality of 25% has its temperature raised 20oC in a constant volume process. What is the new quality and pressure? Solution: State 1 from Table B.1.1 at 120oC v = vf + x vfg = 0.001060 + 0.25 × 0.8908 = 0.22376 m3/kg State 2 has same v at 140oC also from Table B.1.1 x = v - vf vfg = 0.22376 - 0.00108 0.50777 = 0.4385 P = Psat = 361.3 kPa T C.P. v P C.P. v T 198.5 361.3 120 140 120 C 140 C
  • 118. Sonntag, Borgnakke and van Wylen 3.14 Water at 200 kPa with a quality of 25% has its temperature raised 20oC in a constant pressure process. What is the new quality and volume? Solution: State 1 from Table B.1.2 at 200 kPa v = vf + x vfg = 0.001061 + 0.25 × 0.88467 = 0.22223 m3/kg State 2 has same P from Table B.1.2 at 200 kPa T2 = Tsat + 20 = 120.23 + 20 = 140.23oC so state is superheated vapor x = undefined v = 0.88573 + (0.95964 – 0.88573) 20 150 - 120.23 = 0.9354 m3/kg T C.P. v 200 kPa P C.P. v T 200 120 140 120.2 C 140 C 3.15 Why is it not typical to find tables for Ar, He, Ne or air like an Appendix B table? The temperature at which these substances are close to the two-phase region is very low. For technical applications with temperatures around atmospheric or higher they are ideal gases. Look in Table A.2 and we can see the critical temperatures as Ar : 150.8 K He: 5.19 K Ne: 44.4 K It requires a special refrigerator in a laboratory to bring a substance down to these cryogenic temperatures.
  • 119. Sonntag, Borgnakke and van Wylen 3.16 What is the relative (%) change in P if we double the absolute temperature of an ideal gas keeping mass and volume constant? Repeat if we double V having m, T constant. Ideal gas law: PV = mRT State 2: P2V = mRT2 = mR2T1 = 2P1V ⇒ P2 = 2P1 Relative change = ∆P/P1 = P1/P1 = 1 = 100% State 3: P3V3 = mRT1 = P1V1 ⇒ P3 = P1V1/V3 = P1/2 Relative change = ∆P/P1 = -P1/2P1 = -0.5 = -50% T P V T 3 2 1 T1 2 V 2 1 3
  • 120. Sonntag, Borgnakke and van Wylen 3.17 Calculate the ideal gas constant for argon and hydrogen based on table A.2 and verify the value with Table A.5 The gas constant for a substance can be found from the universal gas constant from the front inside cover and the molecular weight from Table A.2 Argon: R = R _ M = 8.3145 39.948 = 0.2081 kJ/kg K Hydrogen: R = R _ M = 8.3145 2.016 = 4.1243 kJ/kg K
  • 121. Sonntag, Borgnakke and van Wylen 3.18 How close to ideal gas behavior (find Z) is ammonia at saturated vapor, 100 kPa? How about saturated vapor at 2000 kPa? Table B.2.2: v1 = 1.1381 m3/kg, T1 = -33.6oC, P1 = 100 kPa v2 = 0.06444 m3/kg, T2 = 49.37oC, P2 = 2000 kPa Table A.5: R = 0.4882 kJ/kg K Extended gas law: Pv = ZRT so we can calculate Z from this Z1 = P1v1 RT1 = 100 × 1.1381 0.4882 × (273.15 - 33.6) = 0.973 Z2 = P2v2 RT2 = 2000 × 0.06444 0.4882 × (273.15 + 49.37) = 0.8185 So state 1 is close to ideal gas and state 2 is not so close. ln Pr Z T = 2.0 r T = 0.7 r T = 0.7 r 0.1 1 T = 1.2 r 1 2
  • 122. Sonntag, Borgnakke and van Wylen 3.19 Find the volume of 2 kg of ethylene at 270 K, 2500 kPa using Z from Fig. D.1 Ethylene Table A.2: Tc = 282.4 K, Pc = 5.04 MPa Table A.5: R = 0.2964 kJ/kg K The reduced temperature and pressure are: Tr = T Tc = 270 282.4 = 0.956, Pr = P Pc = 2.5 5.04 = 0.496 Enter the chart with these coordinates and read: Z = 0.76 V = mZRT P = 2 × 0.76 × 0.2964 × 270 2500 = 0.0487 m3 ln Pr Z T = 2.0 r T = 0.7 r T = 0.7 r 0.1 1 T = 1.2 r T = 0.96 r 0.5
  • 123. Sonntag, Borgnakke and van Wylen 3.20 With Tr = 0.85 and a quality of 0.6 find the compressibility factor using Fig. D.1 For the saturated states we will use Table D.4 instead of the figure. There we can see at Tr = 0.85 Zf = 0.062, Zg = 0.747 Z = (1 – x) Zf + xZg = (1 – 0.6) 0.062 + 0.6 × 0.747 = 0.473
  • 124. Sonntag, Borgnakke and van Wylen Phase Diagrams, Triple and Critical Points 3.21 Modern extraction techniques can be based on dissolving material in supercritical fluids such as carbon dioxide. How high are pressure and density of carbon dioxide when the pressure and temperature are around the critical point. Repeat for ethyl alcohol. Solution: CO2 : Table A.2: Pc = 7.38 MPa, Tc = 304 K, vc = 0.00212 m3/kg ρc = 1/vc = 1/0.00212 = 472 kg/m3 C2H5OH: Table A.2: Pc = 6.14 MPa, Tc = 514 K, vc = 0.00363 m3/kg ρc = 1/vc = 1/0.00363 = 275 kg/m3
  • 125. Sonntag, Borgnakke and van Wylen 3.22 Find the lowest temperature at which it is possible to have water in the liquid phase. At what pressure must the liquid exist? Solution: There is no liquid at lower temperatures than on the fusion line, see Fig. 3.6, saturated ice III to liquid phase boundary is at T ≈ 263K ≈ - 10°C and P ≈ 2100 MPa ln P T V L S CR.P. lowest T liquid
  • 126. Sonntag, Borgnakke and van Wylen 3.23 Water at 27°C can exist in different phases dependent upon the pressure. Give the approximate pressure range in kPa for water being in each one of the three phases vapor, liquid or solid. Solution: The phases can be seen in Fig. 3.6, a sketch of which is shown to the right. T = 27 °C = 300 Κ From Fig. 3.6: PVL ≈ 4 × 10−3 MPa = 4 kPa, PLS = 103 MPa ln P T V L S CR.P. S 0 < P < 4 kPa VAPOR 0.004 MPa < P < 1000 MPa LIQUID P > 1000 MPa SOLID(ICE)
  • 127. Sonntag, Borgnakke and van Wylen 3.24 What is the lowest temperature in Kelvins for which you can see metal as a liquid if the metal is a. silver b. copper Solution: Assume the two substances have a phase diagram similar to Fig. 3.6, then we can see the triple point data in Table 3.2 Ta = 961oC = 1234 K Tb = 1083oC = 1356 K
  • 128. Sonntag, Borgnakke and van Wylen 3.25 If density of ice is 920 kg/m3, find the pressure at the bottom of a 1000 m thick ice cap on the north pole. What is the melting temperature at that pressure? Solution: ρICE = 920 kg/m3 ∆P = ρgH = 920 kg/m3 × 9.80665 m/s2 × 1000 = 9022 118 Pa P = Po + ∆P = 101.325 + 9022 = 9123 kPa See figure 3.6 liquid solid interphase => TLS = −1°C
  • 129. Sonntag, Borgnakke and van Wylen 3.26 Dry ice is the name of solid carbon dioxide. How cold must it be at atmospheric (100 kPa) pressure? If it is heated at 100 kPa what eventually happens? Solution: The phase boundaries are shown in Figure 3.6 At 100 kPa the carbon dioxide is solid if T < 190 K It goes directly to a vapor state without becoming a liquid hence its name. The 100 kPa is below the triple point. ln P T V L S 100 kPa
  • 130. Sonntag, Borgnakke and van Wylen 3.27 A substance is at 2 MPa, 17°C in a rigid tank. Using only the critical properties can the phase of the mass be determined if the substance is nitrogen, water or propane ? Solution: Find state relative to critical point properties which are from Table A.2: a) Nitrogen N2 : 3.39 MPa 126.2 K b) Water H2O : 22.12 MPa 647.3 K c) Propane C3H8 : 4.25 MPa 369.8 K State is at 17 °C = 290 K and 2 MPa < Pc for all cases: N2 : T >> Tc Superheated vapor P < Pc H2O : T << Tc ; P << Pc you cannot say. C3H8 : T < Tc ; P < Pc you cannot say ln P T Vapor Liquid Cr.P. a c b
  • 131. Sonntag, Borgnakke and van Wylen 3.28 Give the phase for the following states. Solution: a. CO2 T = 267°C P = 0.5 MPa Table A.2 superheated vapor assume ideal gas Table A.5 b. Air T = 20°C P = 200 kPa Table A.2 superheated vapor assume ideal gas Table A.5 c. NH3 T = 170°C P = 600 kPa Table B.2.2 or A.2 T > Tc => superheated vapor P C.P. v T v T a,b,c a, b, c P = const.
  • 132. Sonntag, Borgnakke and van Wylen 3.29 Determine the phase of the substance at the given state using Appendix B tables a) Water 100°C, 500 kPa b) Ammonia -10°C, 150 kPa c) R-12 0°C, 350 kPa Solution: a) From Table B.1.1 Psat(100°C) = 101.3 kPa 500 kPa > Psat then it is compressed liquid OR from Table B.1.2 Tsat(500 kPa) = 152°C 100°C < Tsat then it is subcooled liquid = compressed liquid b) Ammonia NH3 : Table B.2.1: P < Psat(-10 °C) = 291 kPa Superheated vapor c) R-12 Table B.3.1: P > Psat(0 °C) = 309 kPa Compressed liquid. The S-L fusion line goes slightly to the left for water. It tilts slightly to the right for most other substances. ln P T Vapor L Cr.P. a, c b S
  • 133. Sonntag, Borgnakke and van Wylen 3.30 Determine whether water at each of the following states is a compressed liquid, a superheated vapor, or a mixture of saturated liquid and vapor. a. P = 10 MPa, v = 0.003 m3/kg b. 1 MPa, 190°C c. 200°C, 0.1 m3/kg d. 10 kPa, 10°C Solution: For all states start search in table B.1.1 (if T given) or B.1.2 (if P given) a. P = 10 MPa, v = 0.003 m3/kg so look in B.1.2 at 10 MPa vf = 0.001452; vg = 0.01803 m3/kg, => vf < v < vg => so mixture of liquid and vapor. b. 1 MPa, 190°C : Only one of the two look-ups is needed B.1.1: P < Psat = 1254.4 kPa so it is superheated vapor B.1.2: T > Tsat = 179.91°C so it is superheated vapor c. 200°C, 0.1 m3/kg: look in B.1.1 vf = 0.001156 m3/kg ; vg = 0.12736 m3/kg, => vf < v < vg => so mixture of liquid and vapor. d. 10 kPa, 10°C : Only one of the two look-ups is needed From B.1.1: P > Pg = 1.2276 kPa so compressed liquid From B.1.2: T < Tsat = 45.8 °C so compressed liquid States shown are placed relative to the two-phase region, not to each other. P C.P. v T C.P. v T a d c b d a c b P = const.
  • 134. Sonntag, Borgnakke and van Wylen 3.31 Give the phase for the following states. Solution: a. H2O T = 275°C P = 5 MPa Table B.1.1 or B.1.2 B.1.1 Psat = 5.94 MPa => superheated vapor B.1.2 Tsat = 264°C => superheated vapor b. H2O T = −2°C P = 100 kPa Table B.1.1 T < Ttriple point Table B.1.5 at −2°C Psat = 0.518 kPa since P > Psat => compressed solid States shown are placed relative to the two-phase region, not to each other. Note state b in P-v, see in 3-D figure, is up on the solid face. P C.P. v T C.P. v T a b a b P = const. P T v V L S C.P. a b
  • 135. Sonntag, Borgnakke and van Wylen 3.32 Determine whether refrigerant R-22 in each of the following states is a compressed liquid, a superheated vapor, or a mixture of saturated liquid and vapor. Solution: All cases are seen in Table B.4.1 a. 50°C, 0.05 m3/kg From table B.4.1 at 50°C vg = 0.01167 m3/kg since v > vg we have superheated vapor b. 1.0 MPa, 20°C From table B.4.1 at 20°C Pg = 909.9 kPa since P > Pg we have compressed liquid c. 0.1 MPa, 0.1 m3/kg From table B.4.1 at 0.1 MPa (use 101 kPa) vf = 0.0007 and vg = 0.2126 m3/kg as vf < v < vg we have a mixture of liquid & vapor d −20°C, 200 kPa superheated vapor, P < Pg = 244.8 kPa at -20°C States shown are placed relative to the two-phase region, not to each other. P C.P. v T C.P. v T a d c b d a c b P = const.
  • 136. Sonntag, Borgnakke and van Wylen General Tables 3.33 Fill out the following table for substance water: Solution: P [kPa] T [ oC] v [m3/kg] x a) 500 20 0.001002 Undefined b) 500 151.86 0.20 0.532 c) 1400 200 0.14302 Undefined d) 8581 300 0.01762 0.8 a) Table B.1.1 P > Psat so it is compressed liquid => Table B.1.4 b) Table B.1.2 vf < v < vg so two phase L + V x = v - vf vfg = (0.2 – 0.001093) / 0.3738 = 0.532 T = Tsat = 151.86oC c) Only one of the two look-up is needed Table B.1.1 200oC P < Psat = => superheated vapor Table B.1.2 1400 kPa T > Tsat = 195oC Table B.1.3 subtable for 1400 kPa gives the state properties d) Table B.1.1 since quality is given it is two-phase v = vf + x × vfg = 0.001404 + 0.8 × 0.02027 = 0.01762 m3/kg 3.34 Place the four states a-d listed in Problem 3.33 as labeled dots in a sketch of the P-v and T-v diagrams. Solution: T C.P. v d a c b P = const. P C.P. v T a d c b 500 1400 8581 20 152 200 300
  • 137. Sonntag, Borgnakke and van Wylen 3.35 Determine the phase and the specific volume for ammonia at these states using the Appendix B table. a. –10oC, 150 kPa b. 20oC, 100 kPa c. 60oC, quality 25% Solution: Ammonia, NH3, properties from Table B.2 a) Table B.2.1: P < Psat(-10 °C) = 291 kPa Superheated vapor B.2.2 v = 0.8336 m 3 /kg b) Table B.2.1 at given T: Psat = 847.5 kPa so P < Psat Superheated vapor B.2.2 v = 1.4153 m 3 /kg c) Table B.2.1 enter with T (this is two-phase L + V) v = vf + x vfg = 0.001834 + x × 0.04697 = 0.01358 m3/kg
  • 138. Sonntag, Borgnakke and van Wylen 3.36 Give the phase and the specific volume. Solution: a. R-22 T = −25°C P = 100 kPa Table B.4.1 at given T: Psat = 201 kPa so P < Psat => sup. vap. B.4.2 v ≅ (0.22675 + 0.23706)/2 = 0.2319 m 3 /kg b. R-22 T = −25°C P = 300 kPa Table B.4.1 at given T: Psat = 201 kPa so compr. liq. as P > Psat v ≅ vf = 0.000733 m3 /kg c. R-12 T = 5°C P = 200 kPa Table B.3.1 at given T: Psat = 362.6 kPa so P < Psat sup. vap. B.3.2 v ≅ (0.08861 + 0.09255)/2 = 0.09058 m 3 /kg States shown are placed relative to the two-phase region, not to each other. P C.P. v T C.P. v T a, c b a, c b P = const.
  • 139. Sonntag, Borgnakke and van Wylen 3.37 Fill out the following table for substance ammonia: Solution: P [kPa] T [ oC] v [m3/kg] x a) 1200 50 0.1185 Undefined b) 2033 50 0.0326 0.5 a) B.2.1 v > vg => superheated vapor Look in B.2.2 b) B.2.1 P = Psat = 2033 kPa v = vf + x vfg = 0.001777 + 0.5 × 0.06159 = 0.0326 m3/kg 3.38 Place the two states a-b listed in Problem 3.37 as labeled dots in a sketch of the P- v and T-v diagrams. Solution: T C.P. v a b P = const. P C.P. v T a b 2033 50 1200
  • 140. Sonntag, Borgnakke and van Wylen 3.39 Calculate the following specific volumes a. R-134a: 50°C, 80% quality b. Water 4 MPa, 90% quality c. Nitrogen 120 K, 60% quality Solution: All states are two-phase with quality given. The overall specific volume is given by Eq.3.1 or 3.2 v = vf + x vfg = (1-x)vf + x vg a. R-134a: 50°C, 80% quality in Table B.5.1 v = 0.000908 + x × 0.01422 = 0.01228 m3/kg b. Water 4 MPa, 90% quality in Table B.1.2 v = 0.001252(1-x) + x × 0.04978 = 0.04493 m3/kg c. Nitrogen 120 K, 60% quality in Table B.6.1 v = 0.001915 + x × 0.00608 = 0.005563 m3/kg
  • 141. Sonntag, Borgnakke and van Wylen 3.40 Give the phase and the missing property of P, T, v and x. a. R-134a T = -20oC, P = 150 kPa b. R-134a P = 300 kPa, v = 0.072 m3/kg c. CH4 T = 155 K, v = 0.04 m3/kg d. CH4 T = 350 K, v = 0.25 m3/kg Solution: a) B.5.1 P > Psat = 133.7 kPa ⇒ compressed liquid v ~ vf = 0.000738 m3/kg x = undefined b) B.5.2 v > vg at 300 kPa ⇒ superheated vapor T = 10 + (20-10) ( 0.072 - 0.07111 0.07441 - 0.07111) = 12.7°C x = undefined c) B.7.1 v > vg = 0.04892 m3/kg 2-phase x = v - vf vfg = 0.04-0.002877 0.04605 = 0.806 P = Psat = 1295.6 kPa d) B.7.1 T > Tc and v >> vc ⇒ superheated vapor B.7.2 located between 600 & 800 kPa P = 600 + 200 0.25-0.30067 0.2251-0.30067 = 734 kPa T C.P. v a b P = const. P v a T b c d c d
  • 142. Sonntag, Borgnakke and van Wylen 3.41 A sealed rigid vessel has volume of 1 m3 and contains 2 kg of water at 100°C. The vessel is now heated. If a safety pressure valve is installed, at what pressure should the valve be set to have a maximum temperature of 200°C? Solution: Process: v = V/m = constant State 1: v1 = 1/2 = 0.5 m3/kg from Table B.1.1 it is 2-phase State 2: 200°C, 0.5 m3/kg Table B.1.3 between 400 and 500 kPa so interpolate C.P. T v 100 C 500 kPa 400 kPa P ≅ 400 + 0.5-0.53422 0.42492-0.53422 × (500-400) = 431.3 kPa
  • 143. Sonntag, Borgnakke and van Wylen 3.42 Saturated liquid water at 60°C is put under pressure to decrease the volume by 1% keeping the temperature constant. To what pressure should it be compressed? Solution: State 1: T = 60°C , x = 0.0; Table B.1.1: v = 0.001017 m3/kg Process: T = constant = 60°C State 2: T, v = 0.99 × vf (60°C) = 0.99×0.001017 = 0.0010068 m3/kg Between 20 & 30 MPa in Table B.1.4, P ≅ 23.8 MPa P C.P. v T v 20 MPa 1 2 1 2 30 MPa
  • 144. Sonntag, Borgnakke and van Wylen 3.43 Saturated water vapor at 200 kPa is in a constant pressure piston cylinder. At this state the piston is 0.1 m from the cylinder bottom. How much is this distance if the temperature is changed to a) 200 oC and b) 100 oC. Solution: State 1: (200 kPa, x = 1) in B.1.2: v1 = vg (200 kPa) = 0.8857 m3/kg State a: (200 kPa, 200 oC) B.1.3: va = 1.083 m3/kg State b: (200 kPa, 100 oC) B.1.1: vb = 0.001044 m3/kg As the piston height is proportional to the volume we get ha = h1 (va /v1) = 0.1 × (1.0803 / 0.8857) = 0.12 m hb = h1 (vb / v1) = 0.1 × (0.001044 / 0.8857) = 0.00011 m T C.P. v 1 a b P = 200 kPa P C.P. v T b 200 100 120 200 a 1
  • 145. Sonntag, Borgnakke and van Wylen 3.44 You want a pot of water to boil at 105oC. How heavy a lid should you put on the 15 cm diameter pot when Patm = 101 kPa? Solution: Table B.1.1 at 105oC : Psat = 120.8 kPa A = π 4 D2 = π 4 0.152 = 0.01767 m2 Fnet = (Psat –Patm) A = (120.8 - 101) kPa × 0.01767 m2 = 0.3498 kN = 350 N Fnet = mlid g mlid = Fnet/g = 350 9.807 = 35.7 kg Some lids are clamped on, the problem deals with one that stays on due to its weight.
  • 146. Sonntag, Borgnakke and van Wylen 3.45 In your refrigerator the working substance evaporates from liquid to vapor at -20 oC inside a pipe around the cold section. Outside (on the back or below) is a black grille inside which the working substance condenses from vapor to liquid at +40 oC. For each location find the pressure and the change in specific volume (v) if a) the substance is R-12 b) the substance is ammonia Solution: The properties come from the saturated tables where each phase change takes place at constant pressure and constant temperature. Substance TABLE T Psat , kPa ∆v = vfg R-12 B.3.1 40 oC 961 0.017 R-12 B.3.1 -20 oC 151 0.108 Ammonia B.2.1 40 oC 1555 0.0814 Ammonia B.2.1 -20 oC 190 0.622 T C.P. v 1 2 P C.P. v T 2 -20 1 40 40C 3 4 3 4
  • 147. Sonntag, Borgnakke and van Wylen 3.46 In your refrigerator the working substance evaporates from liquid to vapor at -20 oC inside a pipe around the cold section. Outside (on the back or below) is a black grille inside which the working substance condenses from vapor to liquid at +40 oC. For each location find the pressure and the change in specific volume (v) if: a) the substance is R-134a b) the substance is R-22 Solution: The properties come from the saturated tables where each phase change takes place at constant pressure and constant temperature. Substance TABLE T Psat , kPa ∆v = vfg R-134a B.5.1 40 oC 1017 0.019 R-134a B.5.1 -20 oC 134 0.146 R-22 B.4.1 40 oC 1534 0.0143 R-22 B.4.1 -20 oC 245 0.092 T C.P. v 1 2 P C.P. v T 2 -20 1 40 40C 3 4 3 4
  • 148. Sonntag, Borgnakke and van Wylen 3.47 A water storage tank contains liquid and vapor in equilibrium at 110°C. The distance from the bottom of the tank to the liquid level is 8 m. What is the absolute pressure at the bottom of the tank? Solution: Saturated conditions from Table B.1.1: Psat = 143.3 kPa vf = 0.001052 m3/kg ; ∆P = gh vf = 9.807 × 8 0.001052 = 74 578 Pa = 74.578 kPa Pbottom = Ptop + ∆P = 143.3 + 74.578 = 217.88 kPa H
  • 149. Sonntag, Borgnakke and van Wylen 3.48 Saturated water vapor at 200 kPa is in a constant pressure piston cylinder. At this state the piston is 0.1 m from the cylinder bottom. How much is this distance and the temperature if the water is cooled to occupy half the original volume? Solution: State 1: B 1.2 v1 = vg (200 kPa) = 0.8857 m3/kg, T1 = 120.2°C Process: P = constant = 200 kPa State 2: P, v2 = v1/2 = 0.44285 m3/kg Table B.1.2 v2 < vg so two phase T2 = Tsat = 120.2°C Height is proportional to volume h2 = h1 × v2/v1 = 0.1 × 0.5 = 0.05m T C.P. v 1 2 P = 200 kPa P C.P. v T 2 200 120 1
  • 150. Sonntag, Borgnakke and van Wylen 3.49 Two tanks are connected as shown in Fig. P3.49, both containing water. Tank A is at 200 kPa, v = 0.5 m3/kg, V A = 1 m3 and tank B contains 3.5 kg at 0.5 MPa, 400°C. The valve is now opened and the two come to a uniform state. Find the final specific volume. Solution: Control volume: both tanks. Constant total volume and mass process. A B sup. vapor State A1: (P, v) mA = VA/vA = 1/0.5 = 2 kg State B1: (P, T) Table B.1.3 vB = 0.6173 m3/kg ⇒ VB = mBvB = 3.5 × 0.6173 = 2.1606 m3 Final state: mtot = mA + mB = 5.5 kg Vtot = VA + VB = 3.1606 m3 v2 = Vtot/mtot = 0.5746 m3/kg
  • 151. Sonntag, Borgnakke and van Wylen 3.50 Determine the mass of methane gas stored in a 2 m3 tank at −30°C, 3 MPa. Estimate the percent error in the mass determination if the ideal gas model is used. Solution: Methane Table B.7.1 at −30°C = 243.15 K > Tc = 190.6 K, so superheated vapor in Table B.7.2. Linear interpolation between 225 and 250 K. ⇒ v ≅ 0.03333 + 243.15-225 250-225 ×(0.03896 - 0.03333) = 0.03742 m3/kg m = V/v = 2/0.03742 = 53.45 kg Ideal gas assumption v = RT/P = 0.51835 × 243.15/3000 = 0.042 m3/kg m = V/v = 2/0.042 = 47.62 kg Error: 5.83 kg 10.9% too small
  • 152. Sonntag, Borgnakke and van Wylen 3.51 Saturated water vapor at 60°C has its pressure decreased to increase the volume by 10% keeping the temperature constant. To what pressure should it be expanded? Solution: Initial state: v = 7.6707 m3/kg from table B.1.1 Final state: v = 1.10 × vg = 1.1 × 7.6707 = 8.4378 m3/kg Interpolate at 60°C between saturated (P = 19.94 kPa) and superheated vapor P = 10 kPa in Tables B.1.1 and B.1.3 P ≅ 19.941 + (10 − 19.941) 8.4378 − 7.6707 15.3345 − 7.6707 = 18.9 kPa P C.P. v T C.P. v T P = 10 kPa 60 C o 10 kPa Comment: T,v ⇒ P = 18 kPa (software) v is not linear in P, more like 1/P, so the linear interpolation in P is not very accurate.
  • 153. Sonntag, Borgnakke and van Wylen 3.52 Saturated water vapor at 200 kPa is in a constant pressure piston cylinder. At this state the piston is 0.1 m from the cylinder bottom. How much is this distance and the temperature if the water is heated to occupy twice the original volume? Solution: From B.1.2, v1 = 0.8857 m3/kg 2: From B.1.3., P2 = P1, v2 = 2v1 = 2 × 0.8857 = 1.7714 m3/kg Since the cross sectional area is constant the height is proportional to volume h2 = h1 v2/v1 = 2h1 = 0.2 m Interpolate for the temperature T2 = 400 + 100 1.7714 – 1.5493 1.78139 – 1.5493 ≈ 496°C
  • 154. Sonntag, Borgnakke and van Wylen 3.53 A boiler feed pump delivers 0.05 m3/s of water at 240°C, 20 MPa. What is the mass flowrate (kg/s)? What would be the percent error if the properties of saturated liquid at 240°C were used in the calculation? What if the properties of saturated liquid at 20 MPa were used? Solution: State 1: (T, P) compressed liquid seen in B.1.4: v = 0.001205 m3/kg m . = V . /v = 0.05/0.001205 = 41.5 kg/s vf (240°C) = 0.001229 m3/kg ⇒ m . = 40.68 kg/s error 2% vf (20 MPa) = 0.002036 m3/kg ⇒ m . = 24.56 kg/s error 41% P C.P. v T C.P. v P = 20 MPa 240 C o 20 MPa 240 The constant T line is nearly vertical for the liquid phase in the P-v diagram. The state is at so high P, T that the saturated liquid line is not extremely steep.
  • 155. Sonntag, Borgnakke and van Wylen 3.54 Saturated vapor R-134a at 50oC changes volume at constant temperature. Find the new pressure, and quality if saturated, if the volume doubles. Repeat the question for the case the volume is reduced to half the original volume. Solution: 1: (T, x) B.4.1: v1 = vg = 0.01512 m3/kg, P1 = Psat = 1318 Kpa 2: v2 = 2v1 = 0.03024 m3/kg superheated vapor Interpolate between 600 kPa and 800 kPa P2 = 600 + 200 × 0.03024 – 0.03974 0.02861 – 0.03974 = 771 kPa 3: v3 = v1/2 = 0.00756 m3/kg < vg : two phase x3 = v3 - vf vfg = 0.00756 – 0.000908 0.01422 = 0.4678 P3 = Psat = 1318 kPa T C.P. v 1 2 P = 1318 kPa P C.P. v T 2 1318 50 1 3 3
  • 156. Sonntag, Borgnakke and van Wylen 3.55 A storage tank holds methane at 120 K, with a quality of 25 %, and it warms up by 5°C per hour due to a failure in the refrigeration system. How long time will it take before the methane becomes single phase and what is the pressure then? Solution: Use Table B.7.1 Assume rigid tank v = constant = v1 v1 = 0.002439 + 0.25×0.30367 = 0.078366 m3/kg We then also see that v1 > vc = 0.00615 m3/kg All single phase when v = vg => T ≅ 145 K ∆t = ∆T/(5°C/h) ≅ (145 – 120 ) / 5 = 5 hours P = Psat= 824 kPa
  • 157. Sonntag, Borgnakke and van Wylen 3.56 A glass jar is filled with saturated water at 500 kPa, quality 25%, and a tight lid is put on. Now it is cooled to −10°C. What is the mass fraction of solid at this temperature? Solution: Constant volume and mass ⇒ v1 = v2 = V/m From Table B.1.2: v1 = 0.001093 + 0.25 × 0.3738 = 0.094543 From Table B.1.5: v2 = 0.0010891 + x2 × 446.756 = v1 = 0.094543 ⇒ x2 = 0.0002 mass fraction vapor xsolid =1 - x2 = 0.9998 or 99.98 % P C.P. v T C.P. v T 1 2 1 2 P T v V L S C.P. 1 2
  • 158. Sonntag, Borgnakke and van Wylen 3.57 Saturated (liquid + vapor) ammonia at 60°C is contained in a rigid steel tank. It is used in an experiment, where it should pass through the critical point when the system is heated. What should the initial mass fraction of liquid be? Solution: Process: Constant mass and volume, v = C From table B.2.1: v2 = vc = 0.004255 m3/kg v1 = 0.001834 + x1 × 0.04697 = 0.004255 => x1 = 0.01515 liquid mass fraction = 1 - x1 = 0.948 T v 60 C Crit. point 1
  • 159. Sonntag, Borgnakke and van Wylen 3.58 A steel tank contains 6 kg of propane (liquid + vapor) at 20°C with a volume of 0.015 m3. The tank is now slowly heated. Will the liquid level inside eventually rise to the top or drop to the bottom of the tank? What if the initial mass is 1 kg instead of 6 kg? Solution: Constant volume and mass v2 = v1 = V m = 0.015 m3 6 kg = 0.0025 m3/kg v T 20°C C.P. vc a b Vapor Liq. A.2: vc = 0.00454 m3/kg > v1 eventually reaches sat. liquid. ⇒ level rises to top If m = 1 kg ⇒ v1 = 0.015 m3/kg > vc then it will reach saturated vapor. ⇒ level falls
  • 160. Sonntag, Borgnakke and van Wylen 3.59 A 400-m3 storage tank is being constructed to hold LNG, liquified natural gas, which may be assumed to be essentially pure methane. If the tank is to contain 90% liquid and 10% vapor, by volume, at 100 kPa, what mass of LNG (kg) will the tank hold? What is the quality in the tank? Solution: CH4 is in the section B tables. From Table B.7.1: vf ≅ 0.002366 m3/kg, (interpolated) From Table B.7.2: vg ≅ 0.55665 m3/kg (first entry 100 kPa) mliq = Vliq vf = 0.9 × 400 0.002366 = 152 155.5 kg; mvap = Vvap vg = 0.1 × 400 0.55665 = 71.86 kg mtot = 152 227 kg, x = mvap / mtot = 4.72 × 10-4
  • 161. Sonntag, Borgnakke and van Wylen 3.60 A sealed rigid vessel of 2 m3 contains a saturated mixture of liquid and vapor R- 134a at 10°C. If it is heated to 50°C, the liquid phase disappears. Find the pressure at 50°C and the initial mass of the liquid. Solution: Process: constant volume and constant mass. P v 2 1 State 2 is saturated vapor, from table B.5.1 P2 = Psat(50°C) = 1.318 MPa State 1: same specific volume as state 2 v1 = v2 = 0.015124 m3/kg v1 = 0.000794 + x1 × 0.048658 ⇒ x1 = 0.2945 m = V/v1 = 2/0.015124 = 132.24 kg; mliq = (1 - x1)m = 93.295 kg
  • 162. Sonntag, Borgnakke and van Wylen 3.61 A pressure cooker (closed tank) contains water at 100°C with the liquid volume being 1/10 of the vapor volume. It is heated until the pressure reaches 2.0 MPa. Find the final temperature. Has the final state more or less vapor than the initial state? Solution: State 1: Vf = mf vf = Vg/10 = mgvg/10 ; Table B.1.1: vf = 0.001044 m3/kg, vg = 1.6729 m3/kg x1 = mg mg + mf = 10 mfvf / vg mf + 10 mfvf / vg = 10 vf 10 vf + vg = 0.01044 0.01044 + 1.6729 = 0.0062 v1 = 0.001044 + 0.0062×1.67185 = 0.01141 m3/kg State 2: v2 = v1 = 0.01141 m3/kg < vg(2MPa) from B.1.2 so two-phase P v 2 1 At state 2: v2 = vf + x2 vfg 0.01141 = 0.001177 + x2 × 0.09845 => x2 = 0.104 More vapor at final state T2 = Tsat(2MPa) = 212.4°C
  • 163. Sonntag, Borgnakke and van Wylen 3.62 A pressure cooker has the lid screwed on tight. A small opening with A = 5 mm2 is covered with a petcock that can be lifted to let steam escape. How much mass should the petcock have to allow boiling at 120oC with an outside atmosphere at 101.3 kPa? Table B.1.1.: Psat = 198.5 kPa F = mg = ∆P × A m = ∆P × A/g = (198.5-101.3)×1000×5×10-6 9.807 = 0.0496 kg = 50 g
  • 164. Sonntag, Borgnakke and van Wylen 3.63 Ammonia at 10 oC and mass 0.1 kg is in a piston cylinder with an initial volume of 1 m3. The piston initially resting on the stops has a mass such that a pressure of 900 kPa will float it. Now the ammonia is slowly heated to 50oC. Find the final pressure and volume. Solution: C.V. Ammonia, constant mass. Process: V = constant unless P = Pfloat State 1: T = 10 oC, v1 = V m = 1 10 = 0.1 m3/kg From Table B.2.1 vf < v < vg x1 = v - vf vfg = 0.1 - 0.0016 0.20381 = 0.4828 V P 2 1 1a P P 1 2 State 1a: P = 900 kPa, v = v1 = 0.1 m3/kg < vg at 900 kPa This state is two-phase T1a = 21.52oC Since T2 > T1a then v2 > v1a State 2: 50oC and on line(s) means P2 = 900 kPa which is superheated vapor. Table B.2.2 : v2 = 0.16263 m3/kg V2 = mv2 = 1.6263 m3
  • 165. Sonntag, Borgnakke and van Wylen Ideal Gas Law 3.64 A cylinder fitted with a frictionless piston contains butane at 25°C, 500 kPa. Can the butane reasonably be assumed to behave as an ideal gas at this state ? Solution Butane 25°C, 500 kPa, Table A.2: Tc = 425 K; Pc = 3.8 MPa Tr = 25 + 273 425 = 0.701; Pr = 0.5 3.8 = 0.13 Look at generalized chart in Figure D.1 Actual Pr > Pr, sat = 0.1 => liquid!! not a gas The pressure should be less than 380 kPa to have a gas at that T.
  • 166. Sonntag, Borgnakke and van Wylen 3.65 A spherical helium balloon of 10 m in diameter is at ambient T and P, 15oC and 100 kPa. How much helium does it contain? It can lift a total mass that equals the mass of displaced atmospheric air. How much mass of the balloon fabric and cage can then be lifted? V = π 6 D3 = π 6 103 = 523.6 m3 mHe = ρV = V v = PV RT = 100 × 523.6 2.0771 × 288 = 87.5 kg mair = PV RT = 100 × 523.6 0.287 × 288 = 633 kg mlift = mair – mHe = 633-87.5 = 545.5 kg
  • 167. Sonntag, Borgnakke and van Wylen 3.66 Is it reasonable to assume that at the given states the substance behaves as an ideal gas? Solution: a) Oxygen, O2 at 30°C, 3 MPa Ideal Gas ( T » Tc = 155 K from A.2) b) Methane, CH4 at 30°C, 3 MPa Ideal Gas ( T » Tc = 190 K from A.2) c) Water, H2O at 30°C, 3 MPa NO compressed liquid P > Psat (B.1.1) d) R-134a at 30°C, 3 MPa NO compressed liquid P > Psat (B.5.1) e) R-134a at 30°C, 100 kPa Ideal Gas P is low < Psat (B.5.1) ln P T Vapor Liq. Cr.P. a, b c, d e
  • 168. Sonntag, Borgnakke and van Wylen 3.67 A 1-m3 tank is filled with a gas at room temperature 20°C and pressure 100 kPa. How much mass is there if the gas is a) air, b) neon or c) propane ? Solution: Use Table A.2 to compare T and P to the critical T and P with T = 20°C = 293.15 K ; P = 100 kPa << Pc for all Air : T >> TC,N2; TC,O2 = 154.6 K so ideal gas; R= 0.287 kJ/kg K Neon: T >> Tc = 44.4 K so ideal gas; R = 0.41195 kJ/kg K Propane: T < Tc = 370 K, but P << Pc = 4.25 MPa so gas R = 0.18855 kJ/kg K All states are ideal gas states so the ideal gas law applies PV = mRT a) m = PV RT = 100 × 1 0.287 × 293.15 = 1.189 kg b) m = 100 × 1 0.41195 × 293.15 = 0.828 kg c) m = 100 × 1 0.18855 × 293.15 = 1.809 kg
  • 169. Sonntag, Borgnakke and van Wylen 3.68 A rigid tank of 1 m3 contains nitrogen gas at 600 kPa, 400 K. By mistake someone lets 0.5 kg flow out. If the final temperature is 375 K what is then the final pressure? Solution: m = PV RT = 600 × 1 0.2968 × 400 = 5.054 kg m2 = m - 0.5 = 4.554 kg P2 = m2RT2 V = 4.554 × 0.2968 × 375 1 = 506.9 kPa
  • 170. Sonntag, Borgnakke and van Wylen 3.69 A cylindrical gas tank 1 m long, inside diameter of 20 cm, is evacuated and then filled with carbon dioxide gas at 25°C. To what pressure should it be charged if there should be 1.2 kg of carbon dioxide? Solution: Assume CO2 is an ideal gas, table A.5: R = 0.1889 kJ/kg K Vcyl = A × L = π 4(0.2)2 × 1 = 0.031416 m3 P V = mRT => P = mRT V ⇒ P = 1.2 kg × 0.1889 kJ/kg Κ × (273.15 + 25) K 0.031416 m3 = 2152 kPa
  • 171. Sonntag, Borgnakke and van Wylen 3.70 A glass is cleaned in 45oC hot water and placed on the table bottom up. The room air at 20oC that was trapped in the glass gets heated up to 40oC and some of it leaks out so the net resulting pressure inside is 2 kPa above ambient pressure of 101 kPa. Now the glass and the air inside cools down to room temperature. What is the pressure inside the glass? Solution: 1 air: 40oC, 103 kPa 2 air: 20oC, ? Constant Volume: V1 = V2, AIR Slight amount of liquid water seals to table top Constant Mass m1 = m2 Ideal Gas P1V1 = m1RT1 and P2V2 = m1RT2 Take Ratio P2 = P1 T1 T2 = 103 × 20 + 273 40 + 273 = 96.4 kPa
  • 172. Sonntag, Borgnakke and van Wylen 3.71 A hollow metal sphere of 150-mm inside diameter is weighed on a precision beam balance when evacuated and again after being filled to 875 kPa with an unknown gas. The difference in mass is 0.0025 kg, and the temperature is 25°C. What is the gas, assuming it is a pure substance listed in Table A.5 ? Solution: Assume an ideal gas with total volume: V = π 6(0.15)3 = 0.001767 m3 M = mR _ T PV = 0.0025 × 8.3145 × 298.2 875 × 0.001767 = 4.009 ≈ MHe => Helium Gas
  • 173. Sonntag, Borgnakke and van Wylen 3.72 A vacuum pump is used to evacuate a chamber where some specimens are dried at 50°C. The pump rate of volume displacement is 0.5 m3/s with an inlet pressure of 0.1 kPa and temperature 50°C. How much water vapor has been removed over a 30- min period? Solution: Use ideal gas since P << lowest P in steam tables. From table A.5 we get R = 0.46152 kJ/kg K m = m . ∆t with mass flow rate as: m . = V . /v = PV . /RT (ideal gas) ⇒ m = PV . ∆t/RT = 0.1 × 0.5 × 30×60 (0.46152 × 323.15) = 0.603 kg
  • 174. Sonntag, Borgnakke and van Wylen 3.73 A 1 m3 rigid tank has propane at 100 kPa, 300 K and connected by a valve to another tank of 0.5 m3 with propane at 250 kPa, 400 K. The valve is opened and the two tanks come to a uniform state at 325 K. What is the final pressure? Solution: Propane is an ideal gas (P << Pc) with R = 0.1886 kJ/kgK from Tbl. A.5 mA = PAVA RTA = 100 × 1 0.1886 × 300 = 1.7674 kg m = PBVB RTB = 250 × 0.5 0.1886 × 400 = 1.6564 kg V2 = VA + VB = 1.5 m3 m2 = mA + mB = 3.4243 kg P2 = m2RT2 V2 = 3.4243 × 0.1886 × 325 1.5 = 139.9 kPa
  • 175. Sonntag, Borgnakke and van Wylen 3.74 Verify the accuracy of the ideal gas model when it is used to calculate specific volume for saturated water vapor as shown in Fig. 3.9. Do the calculation for 10 kPa and 1 MPa. Solution: Look at the two states assuming ideal gas and then the steam tables. Ideal gas: v = RT/P => v1 = 0.46152 × (45.81 + 273.15)/10 = 14.72 m3/kg v2 = 0.46152 × (179.91 + 273.15)/1000 = 0.209 m3/kg Real gas: Table B.1.2: v1 = 14.647 m3/kg so error = 0.3 % v2 = 0.19444 m3/kg so error = 7.49 %
  • 176. Sonntag, Borgnakke and van Wylen 3.75 Assume we have 3 states of saturated vapor R-134a at +40 oC, 0 oC and -40 oC. Calculate the specific volume at the set of temperatures and corresponding saturated pressure assuming ideal gas behavior. Find the percent relative error = 100(v - vg)/vg with vg from the saturated R-134a table. Solution: R-134a. Table values from Table B.5.1 Psat, vg(T) Ideal gas constant from Table A.5: RR-134a = 0.08149 kJ/kg K T Psat , kPa vg vID.G. = RT / Psat error % -40 o C 51.8 0.35696 0.36678 2.75 0 o C 294 0.06919 0.07571 9.4 40 o C 1017 0.02002 0.02509 25.3 v P v T 1 2 1 2 3 3