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INTRODUCTION ON
THERMODYNAMICS
Basic Concepts
Engr. Ann Lisette Geron
Learning Objectives
1. To learn the concept of thermodynamics.
2. To calculate specific quantities utilized widely in
thermodynamics.
3. To learn the variables that is being quantified and
evaluated for most of the phenomena happening relative to
thermodynamics.
Topics
• Thermodynamics and its History
• Thermodynamic Properties and Quantities
• Thermodynamic Systems
• State and Path Functions
• Zeroth Law
THERMODYNAMICS AND ITS HISTORY
Thermodynamics
• from the Greek word “therme” (heat) and “dynamis”
(power)
• science of storage, transformation and transfer of energy
1st
2nd
Law
Law
•Energy is conserved, thus, it is neither created nor
destroyed
•Expression of the conservation of energy principle
•Energy has quality as well as quantity, and actual
processes occur in the direction of decreasing quality
of energy
History of Thermodynamics
Physics of
Temperature/Heat
Transfer
Steam Engine
Illustration of the Watt atmospheric
engine for pumping water. The main
pump is not shown. (Adapted from
the engraving of Stuart, 1824, p
114.).
Carnot Engine
Thermodynamics
History of Science Crash
Course
https://youtu.be/VpiLucwH-AQ
Thermodynamics
Microscopic and Macroscopic Approach
1. Macroscopic approach (classical thermodynamics)
- The structure of the matter is not considered
- A few variables are used to describe the state of the matter under consideration.
- The values of these variables are measurable following the available techniques of
experimental physics
Ex.: A moving car, falling stone from a cliff, etc.
2. Microscopic Approach (statistical thermodynamics)
- Knowledge of the molecular structure of matter under consideration is essential
- A large number of variables are needed for a complete specification of the state of the
matter
Application of Thermodynamics
automobile
Refrigeration systems
Industrial blowers
Industrial heat exchangers
Renewable energy
Air-conditioning systems
Industrial gas compressors
Power plants
THERMODYNAMIC PROPERTIES AND
QUANTITIES
Dimensions and Units
Fundamental Dimensions
• Primitives, for e.g, mass (m), Length (L), time (t), and Temperature
(T)
Derived Dimensions
• Combination of fundamental dimensions, for e.g, Area (A), Volume
(V), velocity (v)
Dimensions and Units
System of units
→ English Engineering Systems : used in United States
→ International System (le SysteΜ€me International in French), or the Metric SI system
(mostly used) : meter-kilogram-second (mks), centimeter-gram-second (cgs)
Dimensions and Units
Dimensions and Units
Some SI and English Units
Force
Weight
W = weight
m = mass
g = gravitational acceleration
The weight of a unit mass at
sea level
A body weighing 60
kgf on earth will
weigh only 10 kgf on
the moon
Dimensions and Units
Some SI and English Units
Work = Force x Distance
Heat/Energy
A typical match yields about 1
Btu (or one kJ) of energy if
completely burned
Dimensions and Units
Dimensional Homogeneity
- All equations must be dimensionally homogeneous
- To be dimensionally homogeneous, all the terms in an equation must have the same
dimensions
- All secondary units can be formed by combinations of primary units but can also be
expressed more conveniently as unity conversion ratios for e.g, Force units can be
expressed as:
=
Commonly used unity conversion ratios
Measures of Amount or Size
Three measures of amount or size in common use:
Mass, m
Total Volume, Vt
Number of moles, n
- Primitive without definition, may be
divided by the molar mass M, to yield
number of moles
where
n = no. of moles, mol
M = Molar mass, g/mol
m = mass
-
Representing the size of the system, is
a defined quantity given as the product
of three lengths. It may be divided by
the mass or number of moles of the
system to yield specific or molar
volume
* Specific or molar density is defined as the
reciprocal of specific or molar volume: ρ = 1/V
Force
• Product of mass and acceleration
• Derived from Newton’s Second law: F= ma, where m = mass and a = acceleration
SI Unit: Newton, N = kg m/s2
F = ma , W = mg
English: Pound-force, lbf = force which accelerates 1 lb mass 32.174 feet per
second per second.
*Newton’s law must here include a dimensional proportionality constant if it is to be
reconciled with this definition. Thus,
F=
1
ma
𝑔𝑐
or F =
1
mg
𝑔𝑐
Whence,
1
𝑓𝑑
1 lbf = x 1 lbm x 32.174 2
𝑔𝑐
𝑠
gc (gravitational constant) = 32.1740
π‘™π‘π‘š.𝑓𝑑
𝑙𝑏𝑓.𝑠 2
Force / Weight
Example 1.1
An astronaut weighs 730 N in Houston, Texas, where the local acceleration of gravity is g =
9.792 m/s2. What are the astronaut’s mass and weight on the moon, where g = 1.67 m/s2 ?
Given: W (Texas) = 730 N , gTexas = 9.792 m/s2 ; gMoon = 1.67 m/s2
Required: Mass (m) and Weight (W) on moon
Solution:
W (Texas) = (mg)Texas
730 N = m (9.792 m/s2 )
mTexas = 74.55 kg = mmoon
* N = kg m/s2
W(moon) = (mg)moon
W(moon) = (74.55kg)(1.67 m/s2)
W(moon) = 124.50 N
m(texas) = m(moon)
π‘Šπ‘‘π‘’π‘₯π‘Žπ‘ 
𝑔𝑑𝑒π‘₯π‘Žπ‘ 
=
π‘Šπ‘š
π‘”π‘šπ‘œπ‘œπ‘›
Temperature
• It is the degree of hotness or coldness of body or control volume.
• The property that indicates the direction of the flow of energy through a
thermally conducting, rigid wall.
• Measure of the average amount of energy of motion, or kinetic energy a
system contains
Temperature Conversions
Temperature
Steam Point: the boiling point of water
Ice Point: the freezing point of water
Absolute Zero: coldest temperature at which all
molecular motion is zero and all the substance is
perfectly ordered
Temperature
Phase Diagram of Water
Absolute Zero
Triple Point: The unique
temperature and pressure at
which the solid, liquid and
gas phases of a substance
are all in equilibrium.
(273.16K and 0.01°C)
Graph of Pressure Versus
Temperature: Graph of pressure
versus temperature for various gases
kept at a constant volume. Note that
all of the graphs extrapolate to zero
pressure at the same temperature
Phase Diagram of Water: In this typical phase
diagram of water, the green lines mark the freezing
point, and the blue line marks the boiling point,
showing how they vary with pressure. The dotted line
illustrates the anomalous behavior of water. Note that
water changes states based on the pressure and
temperature.
Temperature
International Temperature Scale of 1990 (ITS-90)
- Used for calibration of scientific and industrial instruments
- Based on assigned values of temperature for a number of reproducible
phase-equilibrium states of pure substances (fixed points) and on standard
instruments calibrated at these temperatures
- The platinum-resistance thermometer is an example of a standard instrument;
it is used for temperatures from 13.8 K (-259.35C) (the triple point of
hydrogen) to 1234.93 K (961.78"C) (the freezing point of silver).
Pressure
• Normal force exerted by the fluid per unit area of the
surface
•
𝐹
𝐴
=
=
𝑁
π‘š2
𝑙𝑏𝑓
𝑖𝑛2
= Pa (Pascal) [SI unit]
= psi [English unit]
Pressure
The primary standard for pressure measurement is the dead-weight gauge in which a
known force is balanced by a fluid pressure acting on a known area
P=
𝐹
𝐴
=
π‘šπ‘”
𝐴
Where,
m = mass of the piston, pan and Weights
g = local acceleration of gravity
A = cross-sectional area of the piston
Pressure
Since a vertical column of a given fluid under the influence of gravity exerts a pressure at
its base in direct proportion to its height, pressure is also expressed as the equivalent
height of a fluid column. Pressure can be expressed as:
P=
𝐹
𝐴
=
π‘šπ‘” 𝐴𝑕ρ𝑔
=
= ρgh
𝐴
𝐴
Where,
A = cross-sectional area of the column
h = column height
ρ = fluid density
Manometer
Pressure
Absolute Pressure: The actual pressure at given position. It is measured relative to
absolute vacuum (i.e., absolute zero pressure)
Gage Pressure: The difference between the absolute pressure and the local atmospheric
pressure; measured relative to the local atmospheric pressure and is thus, zero when the
pressure is the same as atmospheric pressure
Vacuum Pressure: Pressures below atmospheric pressure
*Absolute pressures are used in
Thermodynamic calculations
Pressure
The Manometer
- Used to measure small and moderate pressure differences. A manometer contains one or more fluids
such as mercury, water, alcohol or oil ; used to measure gauge pressure
In a stacked-up fluid layers, the
pressure change across a fluid layer of
density ρ and height h is ρgh
The basic Manometer
Measuring the pressure drop across a
flow section or a flow device by a
differential manometer
Pressure
The Barometer and Atmospheric Pressure
- Atmospheric pressure is measured by a device called a barometer; thus, the atmospheric pressure
is often referred to as the barometric pressure.
- Used to measure absolute pressure
Pressure
Pascal’s principle
- Total pressure in a fluid is the sum of the pressures from different sources
- A change in pressure applied to an enclosed fluid is transmitted undiminished to all
portions of the fluid and to the walls of its container.
The area ratio A2/A1 is called the ideal mechanical advantage of
the hydraulic lift
A typical hydraulic system with two fluid-filled cylinders, capped with pistons and
connected by a tube called a hydraulic line. A downward force F1 on the left piston
creates a pressure that is transmitted undiminished to all parts of the enclosed fluid.
This results in an upward force F2 on the right piston that is larger than F1 because the
right piston has a larger area.
Pressure
Example 1.2
A dead-weight gauge with a piston diameter of 1 cm is used for the accurate measurement of pressure. If a mass of
6.14 kg (including piston and pan) brings it into balance, and if g = 9.82 m·s−2, what is the gauge pressure being
measured? For a barometric pressure of 0.997 bar, what is the absolute pressure?
Given: d= 1cm, m= 6.14kg, g = 9.82 m/s2 , Patm = 0.997 bar
Required: Pgage, Pabs
Solution:
Pgage =
π‘šπ‘”
𝐴
π‘š
=
(6.14 π‘˜π‘”)(9.82 2 )
𝑠
πœ‹
1π‘š 2
( )(1 π‘π‘š π‘₯
)
4
100π‘π‘š
𝑁
= 7.677 x 105 π‘š2 = 7.677 x 105 Pa or 767.70 kPa = Pgage
*1 bar = 105 Pa [ Appendix A]
Pabs = Pgage + Patm = 7.677 x 105 Pa + (0.997 x 105 Pa)
Pabs = 8.674 x 105 Pa or 867.4 kPa
Pressure
Example 1.3
A gas is contained in a vertical, frictionless piston cylinder device. The piston has a mass of 4kg and
cross-sectional area of 35 cm2. A compressed spring above the piston exerts a force of 60N on the
piston. If the atmospheric pressure is 95kPa, determine the pressure inside the cylinder.
g = 9.81 m/s2
Given: m, piston = 4kg ; Apiston = 35 cm2 ; Fspring = 60N , Patm = 95kPa
Reqd: Pinside
Solution:
Pinside = Patm + Ppiston + Pspring
π‘š
Pinside = 95kPa +
4 π‘˜π‘” (9.81 2 )
𝑠
35 π‘π‘š2
Pinside = 123.35 kPa
2
1π‘š
100 π‘π‘š
+
60 𝑁
35 π‘π‘š2
2
1π‘š
100 π‘π‘š
1 π‘˜π‘ƒπ‘Ž
1000 π‘ƒπ‘Ž
THERMODYNAMICS SYSTEM
System vs. Surroundings
Everything external to the system is called the surroundings or environment. The
system is separated from the surroundings by the system boundary. The boundary may
be fixed or flexible.
Classification of System
Thermodynamic System
X Mass Transfer
√ Mass Transfer
X Mass Transfer
√ Energy Transfer
√ Energy Transfer
X Energy Transfer
Properties of a System
Behavior of a thermodynamic system
- The behavior of the system depends upon the interaction of energy with or without
mass transfer across the boundary.
- There are 8 (eight) properties describing the behavior of a system: pressure (P),
temperature(T), volume(V), entropy(S), internal energy(U), enthalpy(H), Gibbs
function(G) and Helmholtz functions(H)
Properties of a System
Intensive properties
physical property of a
system that does not
depend on the system
size or the amount of
material in the system
Chemical potential,
concentration, density,
ductility, elasticity, electrical
resistivity, hardness,
magnetic field, malleability,
pressure, specific energy,
specific heat capacity,
specific volume,
temperature, viscosity
Extensive properties
system does depend on
the system size or the
amount of material in
the system.
Energy, Entropy, Gibbs
Energy, Length, Mass,
Particle Number, Momentum,
Number of Moles, Volume,
Magnetic Moment, Electrical
Charge, Weight
Thermodynamic
Properties
STATE AND PATH FUNCTIONS
State and Path Functions
State Function
- Does not rely on the past history of the substance nor on the means by which it
reaches a given state
- Condition of a system identified by properties
- P,V,T,U,H,S,A
Path Function
- Account for energy changes occur in the surrounding
- Series of states through which a system passes during process
- Q, W
State and Path Functions
State and Equilibrium
A substance can be at various pressures & temperatures or in various states
Thermal Equilibrium: temperature of system does not change
when it is isolated from surroundings
Mechanical Equilibrium: pressure of system does not change
when it is isolated from surroundings
Chemical Equilibrium: chemical composition does not change
when it is isolated from surroundings
Phase Equilibrium: mass of each phrase reaches an
equilibrium level and stays there
State and Path Functions
Path and Processes
Processes: Any change that a system undergoes from one equilibrium state to another
The path of thermodynamic states that a system passes through as it goes from an initial
state to a final state is known as the thermodynamic process.
State and Path Functions
Path and Processes
These cannot be defined for a state (you cannot say a system has an amount of work at a specific set
of conditions, only that it does a certain amount of work to get from one state to another, via a
specified path).
Two possible paths between states 1 and 2
Work done along the two paths
Work
• performed whenever a force acts through a distance (W)
dW = Fdl
Where, F = component of force acting along the line of the displacement dl
SI Unit: N·m (Newton-meter) or J (Joule)
Work (+) compression (when the piston moves into the cylinder to compress the fluid)
Work (-) expansion (opposite direction / the fluid make the piston to move upward)
Work
An isobaric expansion of a gas requires
heat transfer during the expansion to
keep the pressure constant. Since
pressure is constant, the work done is
PΔV
A path for compression of a gas
from point 1, initial volume V1t at
pressure P1, to point 2, volume V2t
at pressure P2. This path relates
the pressure at any point of the
process to the volume.
Work
We consider three modes of work transfer across the boundary of a system, as shown in the
following diagram:
• Boundary Work - occurs when the volume V of a system changes. It is used for calculating piston
displacement work in a closed system
• Shaft Work - is the work done if the system turns the shaft of a motor or compressor.
• Electrical Work – energy transferred to the system under the voltage potential, voltage is applied to
a resistance in a system that results in current flow that in turn increases the internal energy of the
system.
Energy
Energy may be contained (stored) in a system as
Macroscopic form
Energy related to motion or elevation of the
1
system e.g. KE = mv2 or PE = mgz
Microscopic form
Energy related to molecular structure called
Internal energy(U)
• Total Energy (E) = U + KE + PE = U +
• Specific Total Energy, e =
𝐸
π‘š
1
2
mv2 + mgz
= u + ke + pe = u +
• Specific Internal Energy, u =
2
𝑣2
2
+ gz
π‘ˆ
π‘š
Energy transfers at the system boundary as heat and work
Energy transfer at boundary
Heat, Q
Work, W
Energy
Internal Energy
The portion of the internal energy of a system is associated with the:
1. Kinetic energies of the molecules (sensible energy)
2. Phase of a system (latent energy)
3. Atomic bonds in a molecule (chemical energy)
4. Strong bonds within the nucleus of the atom itself (nuclear energy)
5. Static energy (Stored in a system)
6. Dynamic energy: energy interactions at the system boundary (i.e. heat and work)
Energy
Kinetic Energy
- The energy of a system possesses because of its velocity relative to the
surroundings at rest
shows that the work done on a body in accelerating it from an initial velocity u1
to a final velocity u2 is equal to the change in kinetic energy of the body.
Conversely, if a moving body is decelerated by the action of a resisting force, the
work done by the body is equal to its change in kinetic energy.
Where
m = mass in kg
u = velocity in m/s
dW = Fdl if F = ma
dW = madl
a = du/dt
𝑑𝑒
𝑑𝑙
dW = m ( 𝑑𝑑 )dl = m (𝑑𝑑)du
u = dl/dt
dW = m udu
Energy
Potential Energy
- The energy of a system possesses because of the body force exerted on its
mass by a gravitational or electromagnetic field with respect to reference
surface
work done on a body in raising it is equal to the change in the quantity
mzg. Conversely, if a body is lowered against a resisting force equal to its
weight, the work done by the body is equal to the change in the quantity mzg.
Where
m = mass in kg
z = elevation in m
g = gravitational acceleration in m/s2
Energy
Energy Conservation
Law of Conservation – states that energy is nor created or destroyed, thus the
total energy of the universe is constant
Energy Conservation
Energy
Example 1.4
An elevator with a mass of 2500 kg rests at a level 10 m above the base of an
elevator shaft. It is raised to 100 m above the base of the shaft, where the cable
holding it breaks. The elevator falls freely to the base of the shaft and strikes a
strong spring. The spring is designed to bring the elevator to rest and, by means
of a catch arrangement, to hold the elevator at the position of maximum spring
compression. Assuming the entire process to be frictionless, and taking g = 9.8
m⋅s−2, calculate:
(a) The potential energy of the elevator in its initial position relative to its base.
(b) The work done in raising the elevator.
(c) The potential energy of the elevator in its highest position.
(d) The velocity and kinetic energy of the elevator just before it strikes the
spring.
(e) The potential energy of the compressed spring.
(f) The energy of the system consisting of the elevator and spring (1) at the start
of the process, (2) when the elevator reaches its maximum height, (3) just
before the elevator strikes the spring, (4) after the elevator has come to rest.
Energy
Example 1.4
(a) The potential energy of the elevator in its initial position relative to its
base.
Given: m= 2500 kg ; z1 = 10m ; g = 9.8 m⋅s−2
Required: PE
Solution:
PE1 = mzg = (2500kg)(10m)(9.8
π‘š
𝑠2
)
PE1 = 245,000 J
(b) The work done in raising the elevator.
W = ΔPE = mg Δz = mg (z2-z1) = (2500kg)(9.8
W = 2,205,000 J
π‘š
𝑠2
) (100 m -10 m)
Energy
Example 1.4
(c) The potential energy of the elevator in its highest position.
Given: m= 2500 kg ; z2 = 100m ; g = 9.8 m⋅s−2
Required: PE
Solution:
PE2 = mzg = (2500kg)(100m)(9.8
PE2 = 2,450,000 J
π‘š
𝑠2
)
Energy
Example 1.4
(d) The velocity and kinetic energy of the elevator just before it strikes the
spring.
ΔKE + ΔPE = 0
(KE3 - KE2 )+ (PE3 - PE2 )= 0 -> KE2 = PE3 = 0
KE3 = PE2 = 2,450,000 J
1
KE3 = π‘šπ‘’2
2
2,450,000 J = =
1
2
2500π‘˜π‘” 𝑒2
π‘š2
u3 =
2(2450000 π‘˜π‘” 2 )
𝑠
2500 π‘˜π‘”
= 44.27 m/s = u3
Energy
Example 1.4
(e) The potential energy of the compressed spring.
ΔKE(elevator) + ΔPE(spring) = 0
(KE4 - KE3) + (PE4 – PE3) = 0
PE3 = 0 (initial potential energy of the spring before compression)
KE4 = 0 (final kinetic energy of the spring after compression or elevator
comes at rest)
KE3 = PE4 = 2,450,000 J (final potential energy of the spring after
compression)
State 4
Energy
Example 1.4
(f) The energy of the system consisting of the elevator and spring (1) at the
start of the process, (2) when the elevator reaches its maximum height, (3)
just before the elevator strikes the spring, (4) after the elevator has come to
rest.
PE2
f.1) PE1 = 245,000 J
f.2) E = PE1 + ΔPE
E = 245,000 J + 2,205,000 J
E = 2,450,000 J
f.3) KE3 = 2,450,000 J
f.4) PE4 = 2,450,000 J
ΔPE
PE1
Base
PE3
PE4
KE3
Energy
Example 1.5
A team from Engineers Without Borders constructs a system to supply water to a mountainside village
located 1800 m above sea level from a spring in the valley below at 1500 m above sea level.
(a) When the pipe from the spring to the village is full of water, but no water is flowing, what is the
pressure difference between the end of the pipe at the spring and the end of the pipe in the village?
(b) What is the change in gravitational potential energy of a liter of water when it is pumped from the
spring to the village?
(c) What is the minimum amount of work required to pump a liter of water from the spring to the village?
village
300m
spring
1800m
1500m
Sea level
Energy
Example 1.5
(a) When the pipe from the spring to the village is full of water, but no water is flowing, what is the
pressure difference between the end of the pipe at the spring and the end of the pipe in the village?
village
300m
spring
1800m
1500m
Sea level
ΔP = ρgh = 1000kg/m3 (9.81 m/s2)(300m-0m)
ΔP = 2,943,000 Pa or 2943kPa
Energy
Example 1.5
(b) What is the change in gravitational potential energy of a liter of water when it is pumped from the
spring to the village?
(c) What is the minimum amount of work required to pump a liter of water from the spring to the village?
village
300m
spring
1800m
1500m
Sea level
ρ = 1000 kg/m3
ρ = 1000
π‘˜π‘” x ( π‘š3
) (1L) = 1 kg
π‘š3 1000𝐿
b) ΔPE = mg Δz = mg(z2-z1) = 1kg(9.81 m/s2)(300m-0m)
ΔPE = 2943J
c) W = ΔPE = 2943J
Heat
- Flows from a higher temperature to lower temperature
- Leads to concept of temperature as a driving force for the transfer of energy as HEAT
Units
Calorie(cal) – quantity of heat which when transferred to one gram water raised its temperature to 1oC
British Thermal Unit (BTU) – quantity of heat which when transferred to one pound mass raised its
temperature to 1oF
SI – Joule(N.m), J – mechanical work when a force of 1N acts through a distance of 1-meter
- 1 ft.lbf = 1.3558179 J
- 1 cal = 4.1840 J
- 1 BTU = 1055.04 J
Power(watt-W) – energy rate of 1 J per second
- Watt(W) = J/s
Heat
- In thermodynamics, that part of the total energy flow across a system boundary that is caused by the
temperature difference between the system and the surroundings.
Q (+) – heat is transferred TO the system
Q (-) – heat is transferred BY the system
Q = UA ΔT
• Where : Q – rate of heat transfer
• U – empirical coefficient, over-all heat transfer coefficient
• A – area for heat transfer
• ΔT – change in temperature
This equation is the mathematical expression of the
first law for a steady-state, steady-flow process
between one entrance and one exit
if ΔKE, ΔPE, Ws = 0, thus, Q = ∫Cp ΔT = ΔH
equations for calculating
the heat change
(Calorimetry)
ZEROTH LAW OF THERMODYNAMICS
Zeroth Law of Thermodynamics
- When 2 bodies have equality of temperature with a 3rd body, then they have equality of temperature
with each other
TA
TB
TC
If TA = TC & TB = TC
Then, TA=TB
Two bodies reaching thermal
equilibrium after being brought into
contact in an isolated enclosure
Sources
• Smith, J.M.; Van Ness, Hendrick; Abbott, Michael; and Swihart, Mark. (2017).
•
•
•
•
Introduction to Chemical Engineering Thermodynamics. McGraw-Hill
Education, 8th ed.
LMD Gamer (April 21, 2017). History of Thermodynamics – Documentary
2017. https://youtu.be/up8LqQMLvK8
Module 1 Thermodynamics.
https://nptel.ac.in/content/storage2/courses/112104113/lecture1/1_4.htm
Thermodynamics Crash Course.
https://www.youtube.com/watch?v=VpiLucwH-AQ&t=277s
Cengel, Yunus A. Boles, Michael A. (2011). Thermodynamics: An Engineering
Approach. McGraw Hill Inc.
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