Chapter1 - Introduction and Basic Concepts
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Transcript of Chapter1 - Introduction and Basic Concepts
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u
What is fluid mechanics?, Applications, The no slip
condition, Classifications of fluid flow, Liquid and gases, , , , , ,and conversion factors
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Objectives
Understand the basic concepts of fluid mechanics
Recognize the various types of fluid flow problems encountered in practice
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-2
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Introduction
Mechanics: Physical science that deals with both stationary and movin bodies under the influence of forces
Statics: Branch of mechanics that deals with bodies at rest
Fluid Mechanics: the science that deals with the behavior of fluids at,
interaction of fluids with solids or other fluids in boundaries
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-3
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Categories
Hydrodynamics: Study of fluid motion that are practically
incompressible (i.e. liquid, specially water, and gases at low speed
Hydraulics: deals with liquid flows in pipes and open channels
Gas dynamics: Deals with flow of fluids undergo density changes
Example: flow of gases through nozzles at high speeds
such as aircraft, rockets, and automobiles at high or low speed
Other categories:
, ,
occurring flow
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-4
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What Is a Fluid
Fluid: A substance in the liquid or gas phase
Distinction between a solid and a fluid is made on the basis of the substance’s
ability to resist an applied shear (or tangential) stress that tends to change its shape
¾ Consider the weight force in the drawing which tends to pu t e rope a part
Stress : ratio of applied force to area
Tensile stress : tensile force per unit cross-sectional area
Compressive force : weight force that tends to crush the
columnCompressive stress: compressive force divided by
the cross-sectional area
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-5
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¾ Consider the system in which glue is used to hold a weight
Shear force : weight force that tends to make one surfaceslide parallel to an adjacent surface
Solids Fluids
- Can permanently resist large shear
forces
- Can not permanently resist large
shear forces no matter how small
- en su ec e o a s ear orces ey
move a short distance (elastic
deformation ) and then stop moving
- en su ec e o a s ear orces
they keep moving as long as the force
is applied
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A lication AreasFluid mechanics is widely used both in every day activities and in the design
modern engineering systems from vacuum cleaner to supersonic aircraft.
Fluid mechanics is used extensively
in the design of artificial hearts
Natural flows and wheather
Boats
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Aircraft and spacecraft Power plant
Wind turbine Piping, plumping, and Industrial applications
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Basic Ideas in Fluid Mechanics The principle of conservation of mass
The first law of thermod namics Desired
The second law of thermodynamics
Newton’s law of motion F = ma
forces,
velocities,etc.
¾ Experimental data and dimensional analysis
Method of solution: Form equations and solve analytically or
numerically
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The No-Slip Condition
Consider the flow of a fluid in a stationary pipe or over a solid surfacethat is nonporous
All experimental observations indicate that a fluid
in motion comes to a complete stop at the surface
No-slip
condition
Consequences of no-slip condition:
e ayer t at st c s to t e sur ace s ows t e a acent u ayer because of viscous forces between the fluid layers, which slow
.
Development of velocity profile- Boundary layer
- Surface dra skin friction dra
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Internal versus External Flow
External low: F ow o anunbounded fluid over a surfacesuch as a late a wire or a i e
Internal flow: Flow in a pipe or ductwhere the fluid is com letel
bounded by solid surfaces
Compressible versus Incompressible Flow
Incom ressibilit : a roximation of flow when the densitremains constant throughout (i.e. no change in volume)
Com ressible: when densit chan es with ressure.
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-12
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Laminar versus Turbulent Flow
Lam nar: H g y or ere umotion characterized bysmooth la ers
Eg . Flow of high-viscosity fluids such
as oil at low velocity
Turbulent: Highly disordered fluid motion characterized by velocity
uctuat onsSteady versus Unsteady Flow
Steady: implies no change at a point with time
Unstead or Transient: im lies chan e with time
Uniform: implies no change with time and location over aspecified region
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-13
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Liquids and Gases
Fluids in common are in two types: liquids and gases which aredifferent on molecular level.
n qu s , mo ecu es are c oseto each other and are held to ether b si nificant forcesof attraction
In Gases , molecules arere at ve y ar apart an avevery weak forces of attraction
• ,
differences become less and less, until the liquid
and the gas become identical at the critical point
• Imagine what could happen when raising the
piston that holds a fluid, gas or liquid , which
com letel fills the s ace below the iston !!!
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-14
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System and Control Volume
System, Surrounding, and Boundary
System: Quantity of matter of fixed mass and
identity upon which attention is focused for study”
excluding the system)
system from its surrounding
The system’s thermodynamic state is defined by macroscopic
properties that can be measured (such as pressure).
The macroscopic properties are described in terms of fundamental scientific
dimensions: Length, time, mass, temperature etc. (ChE 204)
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-15
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Closed and Open Systems
Closed System (or control mass): fixed amount of mass with no mass across its boundary
Moving
may enter and leaveBoundary
Fixed
Boundary
2 kg
3 m3
Heating
Isolated system: No energy crossing the
boundar
Gas2 kg 1 m3
Energy
Open System (or control volume): selected region in space where both mass and
energy can cross e oun ary o a con ro vo ume
Usually encloses device that involves massmass
Control
Control
surface , ,
Control surface: boundary of a control volume
masso ume
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-16
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Properties of Fluids
Intensive and Extensive Properties
Intensive thermodynamic variables: are those variables which are
independent of the size or amount of the substance (eg., T and P ) Extensive thermodynamic variables: are those variables which
depend on the size or amount of the substance (eg., V , m and n )
Note: Intensive variables are functions of T , P and composition
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-17
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Density and Specific Gravity
Density is defined as mass per unit volume. That is
m= k /m3
9 How can we measure the density of a liquid?
9
9 What about the density of materials which
contain holes inside?
Imagine what happens when we measure thedensity of a large block of Swiss cheese and
point inside the block
9 Density of a substance is a function of temperature and pressure:Proportional to pressure and inversely with temperature
nRT PV =9 Density of ideal gases: or P W )(
= ρ
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-18
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Specific gravity, or relative density, is defined as the ratio of the
ens y o a su s ance o e ens y o some s an ar su s ance a a specified temperature (usually water at 4oC)
C4atO,H o2
ρ =SG
o e a o a su s ance s a
dimensionless quantity
9 o some su stances
at 20oC
9 u s ances w ess
than 1 are lighter than water,
water
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-19
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Force and Wei ht
Based on Newton’s second law of motion: F ma=
Unit of force: kg m s-2 = [N]According to SI system
Be aware of the engineeringunit for force lb : see the
m = 1 kga = 1 m/s2
F = 1 N
textbook 1 lbf = 4.4482216 N
m = 32.174 Ibm a = 1 ft/s2 F = 1 lbf
Weight properly refers to the force of gravity on a body
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Viscosity
scos y measures e u res s ance o ow• What happens if we tip glass of water on a table
⇒ Honey has more resistance to flow (more
viscosity) than water • Consider two long, solid plates separated by a
thin film of fluid
ow 0, e ve oc y pro e s near.
This is demonstrated experimentally. oo
V V y=
Shear rate = rate of strain =o
ody y=
a body in the flow direction
Shear stress, τ = F/A Viscosity =τ
μ = 2
N.s⎡ ⎤⎢ ⎥
JUST Department of Chemical Engineering Fluid Mechanics – ChE 343 1-21
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Newtonian versus Non-Newtonian Fluids
The equation dV
dyτ μ = says that the shear stress τ is linearly proportional to
the velocity gradient dV/dy
μ is independent of shear rate.
Examples: gases and simple formula liquids.
-
suspended particles or dissolved molecules
which are large compared with the size of yp ca u mo ecu es.
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Three Common Types of Non-Newtonian Fluids
• Bingham fluids: They resist a small stress but flow easily under larger shear stresses.
.
• Pseudoplastic fluids (by far the most common): μ decreases as shear rate
increasesExamples: mud, most slurries, blood, polymer solutions.
• Dilatant fluids (uncommon): viscosity increases with increasing velocity gradient
Such behavior is called shear thickening
Exam les: starch sus ensions
Kinematic Viscosity =ν
= viscosity/density = μ / ρ
2m⎡ ⎤
⎢ ⎥
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Surface Tension
Surface tension is the tendency of the surface of a liquid to behave like astretched elastic membrane.
Surface tension is caused by the attractive forces in liquids.
The fluid tries to take a shape that would have the greatest number of molecules
near the center, a sphere. The fluid tries to minimize its surface area.
Surface tension = force of one film/length or F
l σ =
N
m
⎡ ⎤⎢ ⎥
, .
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Pressure
Normal force exerted by a fluid per unit area of the acting surface
Unit: in SI s stem N m-2 = Pa
= F P
In English engineering system: force per square inch (psi)
Example: for vertical column, under the influence of gravity A
The force acting on the system is the weight of the fluid
∴ F = W = mg = ( ρ V ) g = A h ρ g
mg
h
= = = F A h ρ g P ρ gh A
Other units of pressure:
1 atm = 101,325 Pa = 101.325 kPa = 0.101325 MPa = 760 mmHg5 m height
P top ?
ar = a = . a m Room
P bottom ?
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Important!!
¾ Thermodynamics deals with absolute pressure which is
different than the au e readin :
Gauge reading = Absolute pressure – Atmospheric pressure
Pressure above atmospheric
Atmospheric pressure (1 atm)
Vacuum au e readin (-ve)
Pressure gauge reading (+ve)
Pressure below atmospheric
Absolute ressure less
Barometer
reads
atmospheric
Absolute
pressure
(> atm)
Datum (zero pressure)
than atmospheric
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Units and Dimensions You use values, units and dimensions all the time:
Grocer List
1 carton of milk (value: 1; units: carton; dimensions: volume
(length3
)) 1/4 pound burger (value: 0.25; units: pounds; dimensions:mass)
VALUE:
. .
UNITS:
The units tell what that quantity represents. For example: 5.2 liters .
DIMENSIONS :
The dimensions are the measurable properties that the units represent. For example: a liter is a unit of volume (units are a specific example of a
dimensional quantity).
, , , , , ,
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Benefits of units
Diminished possibility of errors in your calculations,
Reduced intermediate calculations and time in
problem solving, A logical approach to the problem rather than
rememberin a formula and substitutin numbers into
formula,
numbers you use
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Relation between the basic dimension (in boxes) and various
Density
Volumetric
Flow
Mass
Flow
Time MassVolume
Area Velocity
Acceleration Force
Diameter
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S stems of Units
System Length Mass Time Force Customary Name Conversion Factor gc
SI m kg s m Newton kg ms2 2 N s
CGS cm g s cm dyn g cmg
s
2 2
dyn s
FPS ft lbm s ft oundal lbm ft m
s232 2
2.
lbf s
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SI Units
Physical Quantity SI Unit
Velocit m
s
Acceleration
EnergyJ kg
m
s=
2
2
s2 Power W
J
skg
m
s= =
2
3
s
PressurePa
N
m
kg
m s= =2 2
m3 V scos ty
Jg
m s=
N kgs
=2
m
s
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Auxiliary Units
Physical Quantity Unit Symbol Definition
Length micron μm 10 6− m
Mass Metric ton t 3
Volume Liter L 10 3 3− m
Pressure bar bar 10
5
Pa
Viscosity Poise P 1− kg
m s
Kinematic Viscosity Stokes St 4
2
− ms
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Prefixes for Fractions and Multiples
Factor Name Symbol Factor Name Symbol
10 12− pico p 1012 tera T
10− nano n 10 g ga
10 6− micro μ 106 mega M
10 3− milli m 103 kilo k
Commonl Used Conversion Factors See tables in the first and last pages of the textbook.
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Units Al ebra Treat units as algebraic entities:
add/subtract them if the are of the same units 3 cm - 1 cm =2 cm
multiply/divide them anytime
(3 N . 4 m = 12 N.m OR 5.0 km/2.0h = 2.5 km/h) But you cannot cancel or merge units unless they are identical
3 m2/60 cmÆ 3 m2/0.60 m Æ 5 m
EXAMPLES:
Al ebraic e uationy
= ⎞⎛
"Unit" equation
x ⎠⎝ ( ) dollars
e sdozen
dollarseggsdozen =
⎟
⎟ ⎞
⎜
⎜⎛
"Unit" equationcm3cm2cm1 =+
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Conversion of Units A measured quantity can be expressed in terms of any units having the
appropriate dimension.
Example: Velocity (ft/s, miles/h, km/h, cm/yr, etc.)
Units with same dimensions -> easily inter-converted/ OR
defined in terms of a ratio:
EXAMPLE: s)millimeter 10 per centimeter (1 mm10cm1 ⎟
⎠ ⎞⎜
⎝ ⎛
22
)centimeter per smillimeter 0(1 cm1
mm10⎟ ⎠ ⎞
⎜⎝ ⎛
2cm1
mm
cm1
mm=⎥⎦⎢⎣
.
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Conversion of Units Convert from one set of units to another:
multiply the given quantity by the conversion factor (new unit/old unit).
Example:
Convert 36 mg to its equivalent in grams: ⎞⎛ g1m36 ⎠⎝ mg1000
Example:
Convert 36 mg to its equivalent in grams: ( ) g.0360mg1000
g
mg36 =⎟⎟ ⎠⎜⎜⎝
Example:
Convert 46 ft/min into its equivalent in m/s:
46 ft 1 m 1 min
min 3.281 ft 60 s= 0.2336 m/s