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9.3 Density and Pressure<br />

Density ! = M V<br />

CHAPTER 9 – SOLID & FLUIDS<br />

(9.3-9.10)<br />

kg m"3 and can depend on temperature. Specific gravity<br />

!<br />

! water,4 ! C<br />

.<br />

Pressure in a <strong>fluid</strong> P = F A Nm!2<br />

( 1 Nm !2 = 1 Pascal)<br />

At any particular depth, the pressure is constant throughout a <strong>fluid</strong>.


Worked Example: Problem #16<br />

A 70-kg man in a 5.0 kg chair tilts back so that all the weight is balanced on two legs of<br />

the chair. Assume that each leg makes contact with the floor over a circular area with a<br />

radius of 1.0 cm, and find the pressure exerted on the floor by each leg.<br />

9.4 Variation of Pressure with Depth<br />

In equilibrium, all points at the same depth<br />

must be at the same pressure. Otherwise a<br />

net force would be applied and the <strong>fluid</strong><br />

would accelerate.<br />

Pick a volume of <strong>fluid</strong> a distance h below<br />

the surface:<br />

PA ! Mg ! P 0<br />

A = 0<br />

but w = Mg = "V<br />

so<br />

P = P 0<br />

+ "gh<br />

( ) g = ("Ah) g<br />

P 0 =1.013x10 5 Pa at sea level<br />

P increases with depth by an amount mgh.<br />

NOTE that an increase in pressure applied to an enclosed <strong>fluid</strong> is transmitted<br />

undiminished to every point in the <strong>fluid</strong> (including the walls of the container)- Pascal’s<br />

Principle<br />

Worked Example:<br />

At what depth in the ocean is the pressure twice that of the atmosphere alone (the density<br />

of seawater is about 1.02 kg m -3 )<br />

What to wear at a depth of 200m


Application: Hydraulic Press<br />

P = F 1<br />

A 1<br />

= F 2<br />

A 2<br />

! F 1<br />

= F 2<br />

A 1<br />

A 2<br />

Can you think of other applications of this principle<br />

9.5 Pressure Measurements<br />

Two devices for measuring pressure:<br />

open-tube manometer<br />

Manometer:<br />

barometer<br />

Note that P = absolute (true) pressure inside the bulb. P-P 0 is the gauge pressure, the<br />

pressure that is added to the atmospheric pressure to equal P.<br />

Barometer:<br />

1 atm. ! pressure equal to a 0.76 m column of mercury at T=0°C and g=9.80665 m s -2 .


P = !gh = ( 13.595x10 3 kg m )( 3 9.80665 m s ) 2<br />

( 0.760 m)<br />

= 1.013x10 5 Pa = 1 atm<br />

You can read Torecelli’s own description of his barometer here.<br />

Blood pressure<br />

Blood pressure is measured in terms of the<br />

column of mercury (in millimeters) that<br />

could be supported by the pressure inside<br />

the arteries at two times: maximum thrust<br />

by the heart, and when the heart is relaxed.<br />

These are normally about 120 mm and 80<br />

mm, respectively.<br />

Recent medical guidelines suggest that the<br />

familiar old “normal” 120/80 values are<br />

too high, and that somewhat lower values<br />

are desired!<br />

Exercise:<br />

A collapsible plastic bag contains a glucose<br />

solution. If the average gauge pressure in<br />

the artery is 1.33x10 4 Pa, what must be the<br />

minimum height h of the bag in order to<br />

infuse glucose into the artery Assume that<br />

the specific gravity of the solution is 1.02.


9.6 Buoyant Forces and Archimedes’s Principle<br />

Any object completely or partially submerged in a <strong>fluid</strong> is buoyed up by a force whose<br />

magnitude is equal to the weight of <strong>fluid</strong> displaced by the object.<br />

( ) A<br />

buoyant force B = P 2<br />

A ! P 1<br />

A = P 2<br />

! P 1<br />

( ) = " <strong>fluid</strong><br />

gh<br />

but P 2<br />

! P 1<br />

so B = " <strong>fluid</strong><br />

ghA = g" <strong>fluid</strong><br />

( hA)<br />

= g" <strong>fluid</strong><br />

V displaced<br />

= gM <strong>fluid</strong> displaced<br />

Sink or Float Depends on B-w where w is the weight of the object.<br />

For a completely submerged object, the volume of the object is the volume of displaced<br />

<strong>fluid</strong>,<br />

B ! w = " <strong>fluid</strong><br />

Vg ! " object<br />

Vg = (" <strong>fluid</strong><br />

! " object )Vg<br />

( ) < 0, B ! w < 0, object sinks<br />

( ) > 0, B ! w > 0, object rises<br />

( ) = 0, B ! w = 0, floats wherever<br />

For " <strong>fluid</strong><br />

! " object<br />

For " <strong>fluid</strong><br />

! " object<br />

For " <strong>fluid</strong><br />

! " object<br />

For an object floating partially submerged on the surface,<br />

Worked Example: Problem 26<br />

B ! w = 0 = " <strong>fluid</strong><br />

V <strong>fluid</strong><br />

g ! " object<br />

V object<br />

g<br />

# " object<br />

" <strong>fluid</strong><br />

= V <strong>fluid</strong><br />

V object<br />

A frog in a hemispherical pod finds that he<br />

just floats without sinking in a <strong>fluid</strong> of<br />

density 1.35 g/cm 3 . If the pod has a radius<br />

of 6.00 cm and negligible mass, what is the<br />

mass of the frog<br />

Worked Example: Problem 28<br />

The density of ice is 920 kg/m 3 n and that of seawater is 1030 kg/m 3 . What fraction of the<br />

total volume of an iceberg is exposed


9.7 Fluids in Motion<br />

2 types of flow: laminar (streamline) & turbulent<br />

Example: Numerical simulation of flow over a racing car. Here, the pressure is colorcoded,<br />

with blue being low pressure and red being high pressure. The flow lines are<br />

drawn in. Note that while the flow is laminar over much of the car, it breaks up into<br />

turbulent eddies behind the car.<br />

For more neat simulations go here.<br />

Ideal Fluids:<br />

1. nonviscous<br />

2. incompressible<br />

3. steady (does not depend on time)<br />

4. not turbulent


Equation of Continuity<br />

For an incompressible <strong>fluid</strong>, flowing with no added “sources” or “sinks”:<br />

mass in = mass out<br />

! 1<br />

A 1<br />

v 1<br />

"t = ! 2<br />

A 2<br />

v 2<br />

"t<br />

! 1<br />

A 1<br />

v 1<br />

= ! 2<br />

A 2<br />

v 2<br />

but ! 1<br />

= ! 2 ( incompressible)<br />

# A 1<br />

v 1<br />

= A 2<br />

v 2<br />

Can you think of some examples of this principle<br />

Bernoulli’s Equation<br />

Here, we will look at how the pressure changes in a laminar <strong>fluid</strong> flow.<br />

W 1<br />

= F 1<br />

!x 1<br />

= P 1<br />

A 1<br />

!x 1<br />

= P 1<br />

V<br />

W 2<br />

= F 2<br />

!x 2<br />

= "P 2<br />

A 2<br />

!x 2<br />

= "P 2<br />

V<br />

note sign as F 2<br />

and v 2<br />

opposite directions<br />

and net work done by the <strong>fluid</strong> is<br />

W <strong>fluid</strong><br />

= W 1<br />

" W 2<br />

= P 1<br />

V " P 2<br />

V<br />

Now, part of the work goes into changing the KE of the <strong>fluid</strong>, and part goes into changing<br />

the gravitational potential energy (mgh stuff).<br />

!KE = 1 2 mv 2 " 1 2<br />

2 mv 2<br />

1<br />

and !PE = mgy 2<br />

" mgy 1<br />

W <strong>fluid</strong><br />

= !KE + !PE<br />

P 1<br />

V " P 2<br />

V = 1 2 mv 2 " 1 2<br />

2 mv 2 + mgy<br />

1 2<br />

" mgy 1<br />

divide by V : P 1<br />

" P 2<br />

= 1 2 #v 2 " 1 2<br />

2 #v 2 + #gy<br />

1 2<br />

" #gy 1<br />

P 1<br />

+ #v 2 1<br />

+ #gy 1<br />

= P 2<br />

+ 1 2 #v 2 + #gy<br />

2 2<br />

$ P + #v 2 + #gy = constant % Bernoulli's Law


Venturi Tube:<br />

P 1<br />

+ 1 2 !v 2 = P<br />

1 2<br />

+ 1 2 !v 2<br />

2<br />

("y = 0)<br />

Since v 2<br />

> v 1<br />

# P 2<br />

< P 1<br />

The increase in velocity of the <strong>fluid</strong> is<br />

accompanied by a drop in its pressure!<br />

9.8 Other Applications<br />

Aircraft Wing:<br />

When air flows over the wing of an<br />

aircraft, the flow is faster over the more<br />

curved top than on the bottom, so that the<br />

pressure is lower on top than on the<br />

bottom. (Note: air is compressible, but the<br />

effect is small in this case and can be<br />

ignored). The tilt also aids lift. But<br />

turbulence disrupts the flow, diminishing<br />

the effect.<br />

Atomizer:<br />

A stream of air passing over a tube dipped<br />

in a liquid causes the liquid to rise in the<br />

tube. Used in perfume atomizer bottles and<br />

paint sprayers.<br />

Vascular Flutter:<br />

The constriction in the blood<br />

vessel speeds up going through<br />

the constriction. The lower<br />

pressure causes the vessel to<br />

close, stopping the flow. Without<br />

flow, there is no Bernoulli effect,<br />

and blood pressure causes it to reopen.<br />

The process repeats.


Applying <strong>Physics</strong> to the Home<br />

Consider the portion of a home plumbing<br />

system shown in the figure to the left. The<br />

water trap in the pipe below the sink<br />

captures a plug of water that prevents<br />

sewer gas from finding its way from the<br />

sewer pipe, up the sink drain, and into the<br />

home. Suppose the dishwasher is draining,<br />

so that water is moving to the left in the<br />

sewer pipe. What is the purpose of the<br />

vent, which is open to the air above the<br />

roof of the house In which direction is air<br />

moving at the opening of the vent, upward<br />

or downward<br />

Worked Example<br />

What is the net upward force on an airplane wing of area 20.0 m 2 if the airflow is 300 m/s<br />

across the top of the wing and 280 m/s across the bottom<br />

Worked Example: Problem #43<br />

A hypodermic syringe contains<br />

a medicine with the density of<br />

water. The barrel of the syringe<br />

has a cross-sectional area of<br />

2.50x10 -5 m 2 . In the absence of<br />

a force on the plunger, the<br />

pressure everywhere is 1.00<br />

atm. A force F of magnitude<br />

2.00 N is exerted on the<br />

plunger, making medicine<br />

squirt from the needle.<br />

Determine the medicine’s flow<br />

speed through the needle.<br />

Assume that the pressure in the<br />

needle remains equal to 1.00<br />

atm and that the syringe is<br />

horizontal.


9.9 Surface Tension, Capillary Action, and Viscous Fluid Flow<br />

Surface Tension<br />

The combined electrical attraction of molecules in a <strong>fluid</strong> gives rise to a force that tends<br />

to minimize the surface area of the <strong>fluid</strong>. This makes raindrops spherical. If they weren’t<br />

we would not see rainbows the way we do!<br />

This surface tension " acts like a local force along the surface of the <strong>fluid</strong>:<br />

! " F L<br />

Nm #1 or Jm #2<br />

Note that the units are the same as the spring constant.<br />

The surface tension can support small objects placed on top of the surface (such as a<br />

needle, which will float if placed carefully on the surface of still water), and hold back<br />

others from leaving it (this impedes evaporation from a body of water, for example).<br />

The surface tension of a <strong>fluid</strong> can be<br />

measured with a device like that shown<br />

here. If the force required to break free of<br />

the water is F, then<br />

! = F<br />

2L = F<br />

4"r<br />

where r is the radius of the hoop. (Here we<br />

need to factor of 2 because the surface<br />

tension exerts forces on the inside and the<br />

outside of the ring.<br />

The following table lists the surface tension of some common <strong>fluid</strong>s.<br />

Note that " depends on temperature. At higher T, the molecules are not as tightly bound<br />

together. You can also alter the surface tension of <strong>fluid</strong>s using additives.


Surfaces of Liquids<br />

When water sits<br />

on a surface or in<br />

a container, the<br />

shape the water<br />

takes depends on<br />

whether it is<br />

more strongly<br />

attracted to itself<br />

(cohesion) or to<br />

the “other”<br />

material<br />

(adhesion).<br />

Detergents – wet – allows water to penetrate clothes when washing and to spread over<br />

glass surfaces better.<br />

Repellants – water beads up & penetrates less.<br />

Capillary Action<br />

Wetting – pulls up<br />

Examples – paper towels, sponges, mops,<br />

finger-prick blood samples<br />

F = ! L = ! 2"r<br />

( ) so F vert.<br />

= ! 2"r<br />

w = Mg = $Vg = $g"r 2 h<br />

Non-wetting – pushes down<br />

( )cos#<br />

! ( 2"r )cos# = $g"r 2 h %& h = 2!<br />

$gr cos#<br />

Worked Example: Problem#56<br />

A staining solution used in a microbiology laboratory has a surface tension of 0.088 N/m<br />

and a density 1.035 times that of water. What must be the diameter of a capillary tube so<br />

that this solution will rise to a height of 5 cm (Assume a contact angle of zero).


Viscous Fluid Flow<br />

Viscosity – the internal friction of a <strong>fluid</strong>. Resistance to shear stress.<br />

F = ! Av Force needed to move plate<br />

d<br />

A = area in contact with fliud<br />

! = "coefficient of viscosity"<br />

Units N " s " m #2 SI<br />

( ) poise (cgs)<br />

where1 poise = 10 #1 N " s " m #2<br />

Poiseuille’s Law<br />

Rate of Flow !V<br />

!t<br />

= " ( R4 P 1<br />

# P 2 )<br />

8$L<br />

Affects blood flow, squeezing Krazy Glue gel out of its tube, etc.<br />

Reynolds Number<br />

When is the onset of turbulence Fluid flow in a pipe of diameter d:<br />

RN = !vd<br />

"<br />

v = average speed<br />

d = diameter<br />

" = viscosity<br />

! = density<br />

RN < 2000 laminar flow<br />

2000 < RN < 3000 unstable…….<br />

3000 < RN turbulent flow


9.10 Transport Phenomena<br />

Diffusion<br />

Net movement of a population across a “cross-section” by random walk from a region<br />

where the concentration is higher to a region where it is lower.<br />

(<br />

= DA C " C 2 1)<br />

L<br />

!M<br />

!t<br />

D = "diffusion coefficient" m 2 s "1<br />

( C 2<br />

" C 1 )<br />

= concentration gradient<br />

L<br />

Osmosis<br />

Movement of water from a region where its concentration is high, across a selectively<br />

permeable membrane, into a region where it is lower.<br />

(READ THIS SECTION ON YOUR OWN)<br />

Note use in artificial kidneys. Used in both hemodyalisis and paritoneal dialysis.<br />

Motion through a Viscous Medium<br />

Resistive force on spherical object of radius r: F r<br />

= 6!"rv<br />

Stokes's Law<br />

Terminal Speed – net force goes to zero – velocity is constant v t<br />

= 2r 2 g<br />

(<br />

9! " # " object <strong>fluid</strong> )<br />

Sedimentation & Centrifugation - READ

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