boardnotes_hydrostatics

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Dr. W. Pezzaglia
Las Positas College
Physics 8C, Spring 2014
Lecture #7 & 8: Hydrostatics
Lecture Notes (#7) 2014Feb 11, on Hydrostatics
Board 1: Introduction

Review Question on Newton-Kepler law

Fluids: divide topic into Hydrostatics & Hydrodynamics
Board 2: Hydrostatics, Pascal’s Laws

1. The Law of Transmitted Pressure (Hydraulics)
Page 1
2014Feb11
Dr. W. Pezzaglia
Las Positas College
Physics 8C, Spring 2014
Lecture #7 & 8: Hydrostatics
Page 2
2014Feb11
Board 3: Hydrostatics, Pascal’s Laws

2. Pascal’s Law of Depth
Note for liquids, the density usually is constant (incompressible). For gasses
however, density will change with height so you must do the integral.
Board 4: Law of Depth Continued

The pressure at A, B, C, D will all be the same.

Note the pressure at “Q” will be LESS than atmospheric pressure P 0 !

So, if “Q” was even higher, the pressure would be lower. At some maximum
height the pressure would be zero, and this is as high as you could make a
“siphon”. Any higher, you would get “vacuum” in the tube.
Dr. W. Pezzaglia
Las Positas College
Physics 8C, Spring 2014
Lecture #7 & 8: Hydrostatics
Page 3
2014Feb11
Board 5: Barometers, Maximum height of a column

Inverting a sealed tube of water into an open dish, the pressure in the tube will
decrease as you move up the tube. At the maximum height, the pressure will be
zero. Above that height, it will be an empty vacuum.

By Pascal’s law of depth, you can calculate the height of the water column. It
would approximately be 10 meters.

This is the maximum height that you could suck water up a straw with a vacuum
pump.

If instead you use Mercury, the height would be 760 mm (around 30 inches).
Board 6: Differential Form of Pascal’s law depth

Instead of the integral equation, we can express the general Pascal’s law as a
differential equation. The gradient of the pressure is equal to the body force
density on the fluid (i.e. force per unit volume equals density time gravity field).

Ignoring centrifugal forces, the only body force we probably have is gravity.
Dr. W. Pezzaglia
Las Positas College
Physics 8C, Spring 2014
Lecture #7 & 8: Hydrostatics
Page 4
2014Feb11
Board 7: Example Calculation: Pressure at center of earth

Previously we have shown that the gravitational field increases linearly from the
center of earth (where its zero) to the surface (where its g=9.8 m/s 2).

By integration we find the pressure at the center of the earth.

Note, recalling the acceleration of gravity is given by:


g
GM
, and density is
R
M
3GM 2
,
we
get
.
P

4
R 3
8R 3
3
Putting in numbers (R=6371 km, M=5.971024 kg, =5500 kg/m3), gives us
171109 Pascals. The true value is nearly twice as much. The reason is the
density at the center (iron) is much greater than in the mantel (silicon).
Board 8: Comment on Fundamental Theorem of Calculus
The path integral of a gradient of a function only depends upon the values of the function at the
endpoints. Its path independent. This is essentially why Pascal’s law only depends upon the
depth; it doesn’t care if you go sideways in the fluid.
Dr. W. Pezzaglia
Las Positas College
Physics 8C, Spring 2014
Lecture #7 & 8: Hydrostatics
Page 5
2014Feb11
Lecture Notes (#8) 2014Feb 13, Hydrostatics continued
Board 1: Conundrum Problem on Pascal’s Law
One finds that the (downward) pressure at “B” inside the fluid calculated by Pascal’s law of
depth (a) is greater than pressure upward on the container by the normal force of the table (b).
Why? Isn’t this a contradiction? Violation of Newton’s 2nd and 3rd laws?
Board 2: Solution comments (sorry, its fuzzy)
Solution: One must consider the forces on the container. Indeed the downward force due to
fluid (pressure at “B” times area of base) is greater than the upward normal force from the
table. The discrepancy is that the fluid exerts an upward force on the annulus due to pressure
at “A”.
Dr. W. Pezzaglia
Las Positas College
Physics 8C, Spring 2014
Lecture #7 & 8: Hydrostatics
Page 6
2014Feb11
Board 3: Solution comments continued
Here I show the sum of the forces on the container. You can show by substitution that it all
works out.
Board 4: The Atmospheric Problem
While liquids are incompressible (density does not change very much with pressure), that is not
true for gasses. Using the ideal gas law, we can show that the (mass) density is proportional to
the pressure.
Dr. W. Pezzaglia
Las Positas College
Physics 8C, Spring 2014
Lecture #7 & 8: Hydrostatics
Page 7
2014Feb11
Board 5: Atmospheric Problem
We simplify our problem by assuming that the temperature of the atmosphere is constant.
[This is really not true at all. In the Troposphere the temperature decreases with altitude, but in
the Stratosphere it increases until you hit the ozone layer where uv light is absorbed and hence
dumps in heat, then above that in the mesosphere it gets colder, but heats up again in the
ionosphere due to absorption of x-rays and such.]
From differential form of Pascal’s law, we know the pressure gradient equals the action of
gravity on the gas. Substituting for the density (from the gas law) we get an differential
equation that can be integrated.
Board 6: Atmospheric Problem, Solution
The solution is that the pressure exponentially decays with altitude. The “scale height” for the
earth’s atmosphere is approximately 8 km, but this varies with temperature (increases to 8.5 km
for 17C increase in temperature). For planet Saturn its about 60 km.
Dr. W. Pezzaglia
Las Positas College
Physics 8C, Spring 2014
Lecture #7 & 8: Hydrostatics
Page 8
2014Feb11
Board 7: B. Archimedes Principle
The powerpoint slides do a fairly good job at this topic, so I won’t add too many extra notes
here.
Buoyancy force is equal to the weight of water displaced.
Board 8: How to measure density of a block of substance that is heavier than
water
Part C: SURFACE TENSION: There was a very short lecture on surface tension and capillary
action. These topics are “skipped” in your textbook, and for brevity we will not cover them
(although you will use capillary action in lab to measure the diameter of our thin pipes).
-end of hydrostatics-
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