fap0015 ch10 fluids
TRANSCRIPT
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 1/59
Ch 10: FLUIDS1. Density, specific gravity
Pressure Pascal’s Principle
2. luid Static :
Buoyancy & Archimedes’ Principle
. u a : uContinuity Equation
Bernoulli’s Equations scos ty
25/01/2012 9:51 AMFLUIDS 1
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 2/59
Lesson OutcomesAt the end of the lesson, students should be able to:
1. define density, specific gravity and pressure .
2. state Pascal’s Principle and apply the principle to solve related problems .
3. define Buoyancy and state Archimedes’ Principle .
4. apply Archimedes’ Principle to solve related problems.5. apply continuity equation to solve related problems.
6. define viscosity .
7. state Bernoulli’s Equation and apply the equation to solverelated problems .
25/01/2012 9:51 AMFLUIDS 2
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 3/59
• Fluids refer to both the gaseous and liquid state of matter.
• Out of the three states of matter, only solids have uniqueshapes.
• A liquid flows from place to place and takes the shape of the container and its volume can be chan ed si nificantlonly by the application of large forces.
• A as has neither a fixed sha e nor a fixed volume .
25/01/2012 9:51 AMFLUIDS 3
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 4/59
Density and specific gravity• Density is the ratio of the mass to the volume .
)(kg/m 3mmass == ρ
• Densit of the substance is the same re ardless of thetotal amount we have in a system.
•given volume.
25/01/2012 9:51 AMFLUIDS 4
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 5/59
S ecific Gravit(relative density)
• pec c grav y o a su s ance s e ne as e ra o othe density of that substance to the density of water
O. .
• The density of the water at 4.0o
C equals to3, .
• Specific gravity is a numerical value based on relative
.
25/01/2012 9:51 AMFLUIDS 5
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 6/59
25/01/2012 9:51 AMFLUIDS 6
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 7/59
Pressure in Fluids• Pressure is defined as force per unit area , where theorce an t e area must e at r g t ang es to one anot er.
F P pressure ==
F
ressure un n s m = pasca a
25/01/2012 9:51 AMFLUIDS 7
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 8/59
Atmospheric and Gauge Pressure
• Atmospheric pressure, P atm , is a direct result of the weight.
• P atm varies with weather changes and with elevation .
• It has the following value in SI units
kPa101Pa10011 N/m10011 525 =×=×= ..Patm
25/01/2012 9:51 AMFLUIDS 8
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 9/59
Atmospheric and Gauge Pressure
• The gauge pressure, P g , is defined as the pressuredetermined by the tire gauge .
• Absolute pressure, P = P + P atm .
• A flat tire does not have zero pressure in it, it is at P atm , to,than P atm by this amount,
atmg −= = a + atm
25/01/2012 9:51 AMFLUIDS 9
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 10/59
Fluid Pressure•
• In order to derive our desired equation, we make use of
containing liquid of density ρ .
25/01/2012 9:51 AMFLUIDS 10
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 11/59
.which one column ofthe fluid is outlined.
e u s a res .
b. The free bodyagram, s ow ng
the vertical forcesactin on thecolumn.
The column bottom’s area is A at a depth h from the top.
25/01/2012 9:51 AMFLUIDS 11
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 12/59
The force exerted equals to the weight of the liquid column, mg .
mg AP APF y =−−= 12 0
m AP AP +=gAh AP AP ρ += 12
=−=ghPP ρ += 12
The pressure at equal depths within a uniform liquid is the same .
12
The equation derived is valid for fluid whose density is constantand does not change with depth.
25/01/2012 9:51 AMFLUIDS 12
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 15/59
Reasoning and Discussion
,
decreases. This allows the air in the bubble to expand andoccu a lar er volume.
nswer:
(a) The diameter of the bubble increases.
25/01/2012 9:51 AMFLUIDS 15
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 16/59
Measurement of Pressure
• Many devices have been invented to measure pressure.
• e s mp est s t e open-tu e manometer.
ghPP atm ρ +=2
25/01/2012 9:51 AMFLUIDS 16
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 17/59
• The top surface of the fluid is open to atmosphere with a pressure
P . If the cross-sectional area of the tube is A, the downward forceexerted by P 0 is APF top 0=At the bottom of the hei ht h, the downward force is F lus the
weight of the liquid, recalling that m = ρ V , and that V = hA for acylinder with height h and area A.ghAVgmgW ρ ρ ===
( )ghA APW F F topbottom ρ +=+= 0
This weight,
• We have
hPghA APF
P bottom ρ +=+== 0 )(• The pressure as the bottom is
A Ao om
If the depth increase by amount h , the pressure increase by an amount ρ gh ,
25/01/2012 9:51 AMFLUIDS 17
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 18/59
Barometer• Fill one glass tube -opened in one end and
closed at the other-with fluid of density ρ.
• Inverted the tube and placed it open end onthe bowl filled with the same fluid.
•The highest difference is directly related to theatmospheric pressure that pushes down on the
.
•The measurement of the depth gives theatmos heric ressure at the bottom.
ghPatm ρ =
25/01/2012 9:51 AMFLUIDS 18
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 20/59
Conceptual QuestionCould you use a straw to sip a drink on the moon? Explain.
REASONING AND SOLUTION • When you drink through a straw, you draw the air out of the
straw, and the external air pressure leads to the unbalanced .requires the presence of an atmosphere. The moon has no
the moon.
25/01/2012 9:51 AMFLUIDS 20
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 21/59
Example• The Titanic was found in 1985 lying on the bottom of the
North Atlantic at a depth of 2.5 miles. What is the pressure
at this depth? ρseaw =1025 kg/m3
•Applying this equation
0 += gPPbottom ρ
( ) m16095.28.910251001.1 5 ×××+× mi=
Pa101.4 7×=
25/01/2012 9:51 AMFLUIDS 21
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 22/59
Pascal’s PrinciplePascal’s Principle states that: the pressure applied to anenclosed fluid is transmitted undiminished to every portion
of the fluid and the wall of the containing vessel.
inout PP = F F
⎥⎢=⎥⎢ inout
only on the depth.
25/01/2012 9:51 AMFLUIDS 22
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 23/59
A hydraulic Lift, A force F in exerted on small piston causes aout .
F in
out in A A ⎥
⎦
⎢
⎣
=⎥⎦
⎢
⎣
F out
out
out
in
inout in A A
PP === inin
out out F
AF =hus
25/01/2012 9:51 AMFLUIDS 23
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 24/59
• Let us assume that A out is 100 times greater than A in. Then by
ushin down on iston 1 with the force F , we ush u ward on piston 2 with a force of 100 F in. Our force has been magnified100 times.
• As in the Fig. Piston 1 being pushed down via a distance d 1,
Thisdisplace a volume of fluid A ind 1.
• Same volume flows into cylinder 2, and caused piston 2 to rise adistance d 2. Equating the volumes:
A1221 T us
A out
nout in ==
•For previous example d = d /100
•Our force at piston 2 has been magnified 100 times, but thedistance it moves has been reduced 100 times.
25/01/2012 9:51 AMFLUIDS 24
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 25/59
Example• To inspect a 14500-N car, it is raised with a hydraulic lift. If the
radius of the small piston, as in slide 23, is 4.0 cm, and thera us o e arge p s on s cm, n e orce a mus eexerted on the small piston to lift the car. What is the pressurea lied to the fluid in the lift?
• Solution: Using Pascal principle
Aout
out in A
=
25/01/2012 9:51 AMFLUIDS 25
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 26/59
’
they do when outside the fluid..
• The weight acts downwards, but when an object ismmerse n wa er, an up- rus or uoyan orce sexerted by the water.
25/01/2012 9:51 AMFLUIDS 26
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 27/59
Archimedes:
Born: 287 BC in Syracuse, SicilyDied: 212 BC in Syracuse, Sicily
• Archimedes principle states that a body wholly or artiall immersed in a fluid is buo ed u b a force
equal to the weight of the fluid it displaces .• It can be applied to determine a person’ body–fat
percentage, floatation, ships boat etc.
25/01/2012 9:51 AMFLUIDS 27
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 28/59
Archimedes’ PrincipleThe net upwards force, F F F B 12 −=
1212 −=−=12F −=
=mV ==
= the weight of the displaced fluid
25/01/2012 9:51 AMFLUIDS 28
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 29/59
CONCEPTUAL CHECKPOINT A flask of water rests on a scale. If you dip your finger into the water,without touching the flask, does the reading on the scale(a) increase, (b) decrease, or (c) stay the same?
25/01/2012 9:51 AMFLUIDS 29
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 30/59
Reasoning and Discussion
Your finger experiences an upward buoyant force when it is dipped intothe water. By Newton’s third law, the water experiences an equal and
.
transmitted to the scale, which in turn gives a higher reading.
into the water, its depth increases. This results in a greater pressure at
the bottom of the flask, and hence a greater downward force on the flask.e sca e rea s s ncrease ownwar orce.
Answer
(a) The reading on the scale increases.
25/01/2012 9:51 AMFLUIDS 30
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 31/59
Conceptual questions• Two objects have different densities and but same
volumes. Will they experience different or sameuoyan orces
• The buoyant force depends only on volume anddensity of immersed objects. Therefore, both will
.
25/01/2012 9:51 AMFLUIDS 31
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 32/59
• -
above the water.•
• (b) If the river carries the log into the ocean, does,
decrease, or stay the same? Explain.
25/01/2012 9:51 AMFLUIDS 32
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 33/59
Solution F b
It increases because the
W (b)
b =
buoyant force is proportional to the
a
density of thedisplaced fluid and
e ens y o sawater is greater
fresh water.
25/01/2012 9:51 AMFLUIDS 33
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 34/59
Fluids in Motion• The flow of a fluid is said to be steady or laminar or
.
• Steady flows , the velocity of the fluid particles at any.
• Unsteady flow exists whenever the velocity at a point in.
• The fluid flows become irregular and turbulent or non-.
25/01/2012 9:51 AMFLUIDS 34
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 35/59
Fluids in Motion• In describing the motion of a fluid, it is helpful to make
simplifying assumptions:
• Consider it as an ideal fluid , which is simpler to handlemathematically and yet provide useful results.
• The density of the fluid is assumed to remain constant , so
that the fluid is incompressible .• The fluid is supposed to be non-viscous , the viscosity is a
measure of how resistive the fluid is to flow.
• The fluid is in steady flow .
25/01/2012 9:51 AMFLUIDS 35
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 36/59
Equation of ContinuityHave you ever used your thumb to control the water flowing fromthe end of the hose?
The water flow increase when you reduced the cross-sectional area
This kind of fluid behavior is described by the equation of continuity.
The mass of fluid per second that flows through a tube is called the mass flow rate , or volume flow rate (Q ).
25/01/2012 9:51 AMFLUIDS 36
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 37/59
• The useful equation that can be derived is the equation of
=, .Upstream
Downstream
2mΔ 1mΔ
The mass that enters the tube at one end must equal the massthat leaves at the other, provided there are no leaks .
Mass s conserved ne t er create nor estroye as u ows.
25/01/2012 9:51 AMFLUIDS 37
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 38/59
Equation of Continuity
2mΔ 1mΔ
At the same time Δt
AA , 22211121 Δ=ΔΔ=Δ t vt vmm ρ ρ
v 1∝V ===
cons an us 2211 == vvv
At It’s the volume per second that passes through the tube.
25/01/2012 9:51 AMFLUIDS 38
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 39/59
Example
4.0 m. The depth of the river before the rapids is 2.7 m; thedepth in the rapids is 0.85 m. Find the speed of water flowingin the rapids, given that its speed before the rapids is 2.2 m/s.
Assume the river has a rectangular cross section.
Solution
1 1 2 2
25/01/2012 9:51 AMFLUIDS 39
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 40/59
Bernoulli’s effect• Bernoulli’s principle states that where the velocity of a fluid is
high , the pressure is low and where the velocity is low , the.
• It depends on an application of work-energy theorem to fluids,usin the relation between the ressure , P , of the fluid, itsspeed , v and its height , h .
25/01/2012 9:51 AMFLUIDS 40
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 41/59
The work done on the left sideositive work : 111111 x AP xF W Δ=Δ=
The work done on the right side:(negative work): 222222 x AP xF W Δ−=Δ−=Work done by gravity:(negative work):
)( 123 y ymgW −−=
25/01/2012 9:51 AMFLUIDS 41
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 42/59
According to the work-energy theorem , the net work done is
The net work done: W = W 1 + W 2 + W 3 = K 2 − K 1 = ΔK .
( ) 1222211121
222 mgymgy x AP x APvvm +−Δ−Δ=−
m 1 = m 2 = ρ V = ρ A1 x1 = ρ A 2 2
1221122gy
V gy
V V P
V Pvv
V +−−=−
( ) 12212
1222
gygyPPvv ρ ρ ρ +−−=−
25/01/2012 9:51 AMFLUIDS 42
11
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 43/59
12212
122
11gygyPPvv ρ ρ ρ ρ +−−=−
22221
211 2
121 gyvPgyvP ρ ρ ρ ρ ++=++
The equation just derived is Bernoulli’s equation and themore general form of it is as given below:
1 2
const vP =++ 2-
of the fluid with its speed and height .
25/01/2012 9:51 AMFLUIDS 43
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 44/59
Bernoulli’s effect,
n n p y ry n r• If the water flow in the same level,( y 2 - y 1 = 0) and the
.11 22 vPvP +=+ameter s c ange , n t s t e equat on s
1 2 = .2
As the fluid s eeds u its ressure decreases .
25/01/2012 9:51 AMFLUIDS 44
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 45/59
Fluid Pressure in a Pipe of Varying Elevation
• The fluid speed is constant and the change in the kineticenergy is ( ΔK =0).
+=+ PPconstant=+ gyP ρ
As the height within a fluid increases, the pressure decreases.
25/01/2012 9:51 AMFLUIDS 45
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 46/59
Exam le•
110 kPa flowing with a speed of 1.4 m/s. Whenthe i e narrows to one-half its ori inal diameter what is
•• (b) the pressure of the water?
25/01/2012 9:51 AMFLUIDS 46
v = v( ) P +1 2 = P + 1 2(b)
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 47/59
1v1 = 2 v2(a) P1 +2 ρ v1
2 = P2 + 2 ρ v2
2(b)
2 21
4v1 = 2
4v2
25/01/2012 9:51 AMFLUIDS 47
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 48/59
Test our understandin• It is not surprising that a wind blowing directly on an open
.
• Use Bernoulli’s principle to explain how a wind blowing-
make the door close. (Assume that the door open inwards.)
25/01/2012 9:51 AMFLUIDS 48
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 49/59
Answer • From Bernoulli’s e uation an increase in the
flow speed v corresponds to a decrease in theair ressure P . The reduced air ressure onthe “outdoor” side of the door makes the door
swin toward that side closin it.
25/01/2012 9:51 AMFLUIDS 49
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 51/59
a) A Force F is applied to the top plate, whichis in contact with av scous u .
b) Because of the force F ,
the to late and its adjacent layer of fluidmove with constant
L
velocity v.Laminar flow
25/01/2012 9:51 AMFLUIDS 51
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 52/59
Viscosity (cont )
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 53/59
Viscosity (cont.)• It is found that the force F required to maintain uniform
relative motion of the plate is directly proportional to thearea o e er p a e an o e spee v o e mov ng p a e.
• The force is inversely proportional to the separation L of .
•
⎟ ⎠
⎜⎝
= L
AF η
more viscous the fluid, the larger the value of coefficient of viscosity, .
• Its unit is poise (P), 1 poise= 0.1 Pa.svA=η
25/01/2012 9:51 AMFLUIDS 53
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 54/59
25/01/2012 9:51 AMFLUIDS 54
C l Q i
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 55/59
Conce tual Question
• When a person’s blood pressure is taken, it is
measured on the arm, at approximately thesame level as the heart. How would theresults differ if the measurement were to be
made on the patient’s leg?
25/01/2012 9:51 AMFLUIDS 55
A
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 56/59
Answer
• Assumin the le is below heart level, as in a
standing person, the blood pressure will be
that the pressure in a fluid increases with
.
25/01/2012 9:51 AMFLUIDS 56
Conceptual Question
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 57/59
Conceptual Question• Since metal is more dense than water, how is it
ossible for a metal boat to float?
• A metal boat can float if it dis laces a volume of water whose weight is equal to the weight of the boat. This can
be accomplished by giving the boat a bowl-like shape.
25/01/2012 9:51 AMFLUIDS 57
Summary
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 58/59
Summary.• Pressure is defined as force per unit area.
• The ressure at de ths of static is which is the same for samedepth.
• Pascal’s Principle, the pressure applied to an enclosed fluid isghPP atm ρ +=2
ransm e un m n s e o every por on o e u an ewall of the containing vessel.
• Archimedes rinci le states that a bod wholl or artiallimmersed in a fluid is buoyed up by a force equal to the weight of the displaced fluid.
• e mass a en ers e u e a one en mus equa e mass aleaves at the other, provided there are no leaks.
2211 v Av A =25/01/2012 9:51 AMFLUIDS 58
Summary
8/12/2019 FAP0015 Ch10 Fluids
http://slidepdf.com/reader/full/fap0015-ch10-fluids 59/59
Summary• Bernoulli’s principle states that where the velocity of a fluid is
high, the pressure is low and where the velocity is low, the.
22221
211 11 gyvPgyvP ρ ρ ρ ρ ++=++
• The value of η depends on the fluid between the plates, the
tangent force, separation distance and inversely proportional tothe velocity and area of the plate.vAFL=η
25/01/2012 9:51 AMFLUIDS 59