Flow of fluids
Intended
Learning Outcomes
At the end of this lecture student will be able to:
• Define fluids with its properties
• Differentiate between fluid statics and fluid dynamics
• Recall the applications of Reynolds number
• Discuss the types of energy losses
• Describe the construction and working of simple monometer
• Compare and contrast between the three types of monometers
• Point out the devices used for measuring the rate of flow
of fluids
• Explain the principle and working of orifice meter
• Discuss the construction and working of venturi meter
• Differentiate between orifice and venturi meter
• Justify the importance of pitot tube
• Recall the importance of rotameter as a fluid flow
measuring device
FLUID FLOW
A fluid is a substance that continually deforms (flows)
under an applied shear stress
Fluids are a subset of the phases of matter and include
liquids, gases
Fluid flow may be defined as the flow of substances that do
not permanently resist distortion
The subject of fluid flow can be divided into fluid static’s
and fluid dynamics
FLUID
STATICS
• Fluid static’s deals with the fluids at rest in
equilibrium
• Behavior of liquid at rest
• Nature of pressure it exerts and the variation of pressure
at different layers
Pressure differences between layers of liquids
Fluid
dynamics
• Fluid dynamics deals with the study of fluids in motion
• This knowledge is important for liquids, gels, ointments which
will change their flow behavior when exposed to different stress conditions
·
MIXING
·
FLOW THROUGH PIPES
·
FILLED IN CONTAINER
Types of
flow
Identification of type of flow is important in
• Manufacture of dosage forms
• Handling of drugs for administration
The flow of fluid through a closed channel can be viscous or
turbulent and it can be observed by Reynolds experiment
Glass tube is connected to reservoir of water, rate of flow
of water is adjusted by a valve, a reservoir of colored solution is connected
to one end of the glass tube with help of nozzle.
Colored solution is introduced into the nozzle as fine
stream
Laminar flow is one in which the fluid particles move in
layers or laminar with one layer sliding with other. There is no exchange of
fluid particles from one layer to other
When velocity of the water is increased the thread of the
colored water disappears and mass of the water gets uniformly colored,
indicates complete mixing of the solution and the flow of the fluid is called
as turbulent flow
The velocity at which the fluid changes from laminar flow to
turbulent flow that velocity is called as critical velocity
Reynolds
number
In Reynolds experiment the flow conditions are affected by
·
Diameter of pipe
·
Average velocity
·
Density of liquid
·
Viscosity of the fluid
This four factors are combined in one way as Reynolds number
Reynolds number is obtained by the following equation
D u ρ Inertial forces Mass X Acceleration of liquid
flowing
——— =
—————————— =
———————————————————-
η Viscous forces Shear stress x
area
• Inertial forces are due to mass and the velocity of the
fluid particles trying to diffuse the fluid particles
• Viscous force if the frictional force due to the viscosity
of the fluid which make the motion of the fluid in parallel.
• At low velocities the inertial forces are less when
compared to the frictional forces
• Resulting flow will be viscous in nature
• Other hand when inertial forces are predominant the fluid
layers break up due to the increase in velocity hence turbulent flow takes
place.
• If Re < 2000 the flow I said to be laminar
• If Re > 4000 the flow is said to be turbulent
• If Re lies between 2000 to 4000 the flow change between
laminar to turbulent
Types of
flow
Laminar flow is
one in which the fluid particles move in layers or laminar with one layer
sliding with other
There is no exchange of fluid particles from one layer to
other
Avg. Velosity = 0.5Vmax
Re < 2000
• Turbulent flow
is when velocity of the water is increased the thread of the colored water
disappears and mass of the water gets uniformly colored
• There is complete mixing of the solution and the flow of
the fluid is called as turbulent flow
• Avg velocity = 0.8 Vmax
• Re > 4000
The velocity at which the fluid
changes from laminar flow to turbulent flow that velocity is called as critical
velocity
Applications
• Reynolds number is used to
predict the nature of the flow
• Stoke’s law equation is modified
to include Reynolds number to study the rate of sedimentation in suspension
When velocity is plotted against
the distance from the wall following conclusions can be drawn
• The flow of fluid in the middle
of the pipe is faster than the fluid near to the wall
• The velocity
of fluid approaches
zero as the
pipe wall is approached
• At the actual surface of the
pipe wall the velocity of the fluid is zero
• The velocity of the fluid is
zero at the wall surface there should be some layer in viscous flow near the
pipe wall which acts as stagnant layer
• if the flow is turbulent at the
center and viscous at the surface a buffer layer exist, this buffer layer changes
between the viscous to turbulent flow
Bernoulli’s theorem
• When the principals of the law
of energy is applied to the flow of the fluids the resulting equation is called
Bernoulli’s theorem
Consider a pump working under
isothermal conditions between points A and B
• Bernoulli’s theorem states that
in a steady state the total energy per unit mass consists of pressure, kinetic
and potential energies are constant
Kinetic energy = u2 / 2g
Pressure energy = Pa / ρAg
• At point a one kilogram of liquid
is assumed to be entering at this point, pressure energy at joule can be
written as
Pressure energy = Pa /g ρ A
Where Pa = Pressure at point a
g
= Acceleration due to gravity
ρ A = Density of the liquid
Potential energy of a body is defined
as the energy possessed by the body by the virtue of its position
Potential energy = X_{A}
Kinetic energy of a body is
defined as the energy possessed by the body by virtue of its motion,
Kinetic energy = U_{A}^{2}
/ 2g
Total energy at point A = Pressure energy +
Potential energy + Kinetic energy
Total energy at point A = P_{a }/g
ρ_{ A} +X_{A }+ U_{A}^{2}/ 2g
According to the Bernoulli’s
theorem the total energy at point
A is constant
Total energy at point A = Pa /g ρ _{A }+X_{A}
+ U_{A}^{2} / 2g = Constant
After the system reaches the
steady state, whenever one kilogram of liquid enters at point A, and another
one kilogram of liquid leaves at point B
Total energy at point B = PB /g ρ
B + XB + UB2/ 2g
INPUT = OUT PUT
P_{a} /g ρ_{ A} +X_{A}
+ U_{A}^{2} / 2g =P_{B} /g ρ _{B} +X_{B}
+ U_{B}^{2}/2g
Theoretically all kids of the energies
involved in fluid flow should be accounted, pump has added certain amount of
energy
Energy added by the pump = + wJ
During the transport some energy
is converted to heat due to frictional Forces
Loss of energy due to friction in
the line = FJ
P_{a }/g ρ _{A} +X_{A}
+ U_{A}^{2} / 2g – F + W = P_{B }/g ρ _{B} +X_{B}
+ U_{B}^{2}/2g
Applications
• Used in the measurement of rate
of fluid flow
• It applied in the working of the
centrifugal pump, in this kinetic energy is converted in to pressure.
• Used in the measurement of rate
of fluid flow using flowmeters
• It applied in the working of the
centrifugal pump, in this kinetic energy is converted in to pressure.
Energy losses
According to the law of
conversation of energy, energy balance have to be properly calculated
Fluids experiences energy losses
in several ways while flowing through pipes, they are
·
Frictional losses
·
Losses in the fitting
·
Enlargement losses
·
Contraction losses
Frictional losses
During flow of fluids frictional
forces causes a loss in pressure. Type of fluid flow also influences the
losses.
In general pressure drop will be
PRESSURE DROP α VELOCITY (u)
α Density of fluid(ρ)
α Length of the pipe (L)
α 1 / diameter of the pipe (D)
These relationships are proposed
in Fanning equation for calculating friction losses
Fanning equation ∆p = 2 fu^{2}Lρ /
D
F = frictional factor
For viscous flow pressure drop
Hagen –Poiseullie equation = 32 Luη / D^{2}
Losses in fitting
Fanning equation is applicable for
the losses in straight pipe. When fitting are introduced into a straight pipe, they
cause disturbance in the flow, which result in the additional loss of energy
losses in fitting may be due to
• Change in direction
• Change in the type of fittings
Tee fitting Equivalent length = 90
Globe valve equivalent length =
300
Equivalent fitting = Equivalent
fitting x internal diameter
For globe valve = 300 x 50 = 15
meter
That means globe valve is equal to
15 meters straight line, so this length is substituted in fanning equation
Enlargement loss
If the cross section of the pipe
enlarges gradually, the fluid adapts itself to the changed section without any
disturbance. So no loss of energy
If the cross section of the pipe
changes suddenly then loss in energy is observed due to eddies. These are
greater at this point than straight line pipe
Then u2< u1
For sudden enlargement = ∆ H = u1
– u2 / 2g
∆ H = loss of head due to sudden
enlargement
Contraction losses
If the cross section of the pipe
is reduced suddenly the fluid flow is disturbed, the diameter of the fluid
stream is less than the initial column this point is known as vena contracta
∆Hc = K u22 / 2gc
Where, u2 is the velocity in the
smaller cross section and K is a constant, the value of which depends on the relative
areas of two sections
Manometers
Manometers are the devices used
for measuring the pressure difference
Different type of manometers are
there they are
·
Simple manometer
·
Differential manometer
·
Inclined manometer
Simple manometer
• This manometer is the most
commonly used one
• It consists of a glass U shaped
tube filled with a liquid A- of density
ρA kg /meter cube and above A the
arms are filled with liquid B of density ρB
• The liquid A and B are
immiscible and the interference can be seen clearly
• If two different pressures are
applied on the two arms the meniscus of the one liquid will be higher than the
other
• Let pressure at point 1 will be
P1 Pascal’s and point 5 will be P2 Pascal’s
• The pressure at point 2 can be
written as = P1+ (m + R ) ρ B g
(m + R ) = distance from 3 to 5
Differential manometers
• These manometers are suitable
for measurement of small pressure differences
• It is also known as two – Fluid
U- tube manometer
• It contains two immiscible
liquids A and B having nearly same densities
• The U tube contains of enlarged
chambers on both limbs
• Using the principle of simple
manometer the pressure differences can be written as
∆P =P1 –P2 =R (ρc – ρA) g
Hence smaller the difference
between ρc and ρA larger will be R
Inclined tube manometers
Many applications require accurate
measurement of low pressure such as drafts and very low differentials,
primarily in air and gas installations.
In these applications the
manometer is arranged with the indicating tube inclined, as in Figure,
therefore providing an expanded scale.
This enables the measurement of
small pressure changes with increased accuracy.
P1 –P2 = g R (ρ A – ρ B) sin α
Measurement of rate of flow of fluids
Whenever fluid are used in a
process it is necessary to measure
The rate at which the fluid is flowing
through the pipe
Methods of measurement are
1. Direct weighing or measuring
2. Hydrodynamic methods
·
Orifice meter
·
Venturi meter
·
Pitot meter
·
Rotameter
3. Direct displacement meter
Direct weighing or measuring
The liquid flowing through a pipe
is collected for specific period at any point and weighed or measured, and the
rate of flow can be determined.
Gases cannot be determined by this
method
Orifice meter
Principle
• Orifice meter is a thin plate
containing a narrow and sharp aperture
• When a fluid stream is allowed
to pass through a narrow constriction the velocity of the fluid increase
compared to up stream
• This results in decrease in
pressure drop and the difference in the pressure may be read from a manometer
• The velocity of the fluid at
thin constriction may be written as
U0 =C 0 √ 2g ∆H
∆H = can be measured by manometer
C0 = constant
U0 = velocity of fluid at the
point of orifice meter
Construction
• It is consider to be a thin
plate containing a sharp aperture through which fluid flows
• Normally it is placed between
long straight pipes
• For present discussion plate is
introduced into pipe and manometer is connected at points A and B
Working
• Orifice meter is referred as the
variable head meter, i.e it measure the variation in the pressure across a
fixed construction placed in the path of flow
• When fluid is allowed to pass
through the orifice the velocity of the fluid at point B increase, as a result
at point A pressure will be increased.
• Difference in the pressure is
measured by manometer
• Bernoulli’s equation is applied
to point A and point B for experimental conditions
√U_{0}2 – U_{A}2 =C_{0}√2g.
∆H
U0 = velocity of fluid at orifice
UA = velocity of fluid at point A
C0 = constant
• If the diameter of the orifice
is 1/5 or less of the pipe diameter then UA is neglected
Applications
• Velocity at either of the point
A and B can be measured
• Volume of liquid flowing per
hour can be determined by knowing the area of the cross section
Venturi meter
• When fluid is allowed to pass
through narrow venturi throat then velocity of fluid increases and pressure
decreases
• Difference in upstream and
downstream pressure head can be measured by using Manometer
U v = C v√ 2g . ∆H
Why Venturi meter if Orifice meter is available?
• Main disadvantage of orifice meter
is power loss due to sudden contraction with consequent eddies on other side of
orifice plate
• We can minimize power loss by
gradual contraction of pipe
• Ventury meter consist of two
tapperd (conical section) inserted in pipeline
• Friction losses and eddies can
be minimized by this arrangement
Advantage
·
Power loss is less
·
Head loss is negligible
Disadvantage
·
Expensive
·
Not flexible it is permanent
·
Need technical export
· Differences between orifice and venture meter
Orifice |
venture |
• Cheap • Easy to install • Construction can be made • Head losses are more • Power losses are more, particularly coefficient • Normally used for testing purpose • Greater flexibility • Reading is larger under identical condition |
• Expensive • Fabrication is highly technical • It should be purchased from a dealer • Head losses are insignificant • Power losses are less • Used in online installation • Not flexible ,permanent • The reading is comparatively smaller under |
Pitot Tube
It is also known as insertion tube
The size of the sensing element is
small compared to the flow channel
One tube is perpendicular to the
flow direction and the other is parallel to the flow
Two tubes are connected to the
manometer
∆_{Hp} = u^{2}/2g
U_{2}= velocity of the
flow at the point of insertion
∆ _{HP}= difference in
head from monometer, m
A pitot tube is a pressure
measurement instrument used to measure fluid flow velocity
The pitot tube was invented by the
French engineer Henri Pitot in the early 18th century and was modified to its
modern form in the mid19th century by French scientist Henry Darcy
It is widely used to determine the
airspeed of an aircraft, water speed of a boat, and to measure liquid, air and
gas velocities in industrial Applications
The pitot tube is used to measure
the local velocity at a given point in the flow stream and not the average
velocity in the pipe or conduit
Working
• Tube are inserted in the flow
shown is the figure
U_{2} = C_{v }√2g. ∆H
• Cv = Coefficient of Pitot tube
Working of Pitot Tube
• A pitot tube is simply a small
cylinder that faces a fluid so that the fluid can enter it
• Because the cylinder is open on
one side and enclosed on the other, fluid entering it cannot flow any further
and comes to a rest inside of the device
• A diaphragm inside of the pitot
tube separates the incoming pressure (static pressure) from the stagnation
pressure (total pressure) of a system
• The difference between these two
measurements determines the fluid’s rate of flow
Advantages:
• Pitot tubes measure pressure levels
in a fluid
• They do not contain any moving
parts and routine use does not easily damage them
• Also, pitot tubes are small and
can be used in tight spaces that other devices cannot fit into
Disadvantages:
• Foreign material in a fluid can
easily clog pitot tubes and disrupt normal readings as a result
•This is a major problem that has
already caused several aircraft to crash and many more to make emergency
landings
Rotameter
Variable area meter
• A device used to measure fluid
flow, in which a float rises in a tapered vertical tube to a height dependent
on the rate of flow through the tube
• It is a variable area meter
which works on the principle of upthurst force exerted by fluid and force of
gravity
Construction
• It consists of vertically
tampered and transparent tube in which a plummet is placed
• During the flow the plummet rise
due to variation in flow
• The upper edge of the plummet is
used as an index to note the reading
• Graduated tapered metering glass
tube
• Float
• Floats may be constructed of
metals of various densities from lead to aluminum or from glass or plastic.
• Stainless-steel floats are
common ones
• Float shapes and proportions are
also varied for different applications
• For small flows floats are
spherical in shape
Working
• As the flow is upward through
the tapered tube the plummet rises and falls depend on the flow rate
• Greater the flow rate higher the
rise
Fluid enters the tapered tube,
some of the fluid strikes directly the float. Some of the fluid passes from
sides
Two forces are acting in this
case:
·
Upthurst Force (Buoyancy)
·
Weight of the float
Annular space increases due to
increase in area of the tube
When equilibrium is established the
float comes to rest
Measurement of flow rate
The flowrate is measured directly
from calibrated scale.
The reading is noted generally
from ending point of cap of the float.
Advantages:
• No external power or fuel
• Manufactured of cheap materials
• Since the area of the flow
passage increases as the float moves up the tube, the scale is approximately
linear.
Disadvantages:
• Accuracy of rotameter
• Uncertainty of the measurement
• Impact of gravity
Summary
• A fluid is a substance that
continually deforms (flows) under an applied shear stress
• Fluid static’s deals with the
fluids at rest in equilibrium
• Fluid dynamics deals with the
study of fluids in motion
• The flow of fluid through a
closed channel can be viscous or turbulent and it can be observed by Reynolds
experiment
• Bernoulli’s theorem states that
in a steady state the total energy per unit mass consists of pressure, kinetic
and potential energies are constant
• According to the law of
conversation of energy, energy balance have to be properly calculated
• Manometers are the devices used
for measuring the pressure difference
• Differential manometers are
suitable for measurement of small pressure differences
• Inclined monometer enables the
measurement of small pressure changes with increased Accuracy
• Orifice meter is referred as the
variable head meter, i.e it measure the variation in the pressure across a
fixed construction placed in the path of flow
• When fluid is allowed to pass
through narrow venturi throat then velocity of fluid increases and pressure
decreases
• Main disadvantage of orifice meter
is power loss due to sudden contraction with consequent eddies on other side of
orifice plate
• A pitot tube is a pressure
measurement instrument used to measure fluid flow velocity
• Rotameter is a device used to
measure fluid flow, in which a float rises in a tapered vertical tube to a
height dependent on the rate of flow through the tube
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