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Transcript of 2 Pressure
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7/31/2019 2 Pressure
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Chapter 2 - Pressure
PRESSURE
INTRODUCTION
In this chapter we will consider an important class of
problems in which the fluid is either at rest or moving
in such a manner that there is no relative motion
between adjacent particles.
In both instances there will be no shearing stresses inthe fluid, and the only forces that develop on the
surfaces of the particles will be due to the pressure.
The absence of shearing stresses greatly simplifies
the analysis
There are no shearing stresses present in a fluid at
rest.
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Chapter 2 - Pressure
PRESSURE
The term pressure is used to indicate the normal force
per unit area at a given point acting on a given planewithin the fluid mass of interest.
The equations of motion (Newton's second law,
(F=ma) in they andz directions are, respectively.
ysyy a
zyx
sxpzxpF 2sin
==
zszz azyxzyx
gsxpyxpF22
cos
==
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Chapter 2 - Pressure
where ps, py, and pz are the average pressures on the
faces, and are the fluid specific weight and
density, respectively, and ay, az the accelerations.
Note that a pressure must be multiplied by an
appropriate area to obtain the force generated by the
pressure.
Since we are really interested in what is happening at
a point, we take the limit as x, y, and z approach
zero (while maintaining the angle ), and it follows
that
szy ppp ==
The pressure at a point in a fluid at rest is
independent of direction.
We can conclude that the pressure at a point in a fluid
at rest, or in motion, is independent of direction as
long as there are no shearing stresses present.
This important result is known as Pascal's law named
in honor ofBlaise Pascal (16231662),
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Chapter 2 - Pressure
BASIC EQUATION FOR PRESSURE FIELD
For liquids or gases at rest the pressure gradient in the
vertical direction at any point in a fluid depends only
on the specific weight of the fluid at that point.
0=dx
dp 0=dy
dp =
dz
dp
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Chapter 2 - Pressure
INCOMPRESSIBLE FLOW
g
pph
21 =
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Chapter 2 - Pressure
Pascals Paradox
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Chapter 2 - Pressure
STANDARD ATMOSPHERE
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Chapter 2 - Pressure
MEASUREMENT OF PRESSURE
The pressure at a point within a fluid mass will be
designated as either an absolute pressure or a gagepressure. Absolute pressure is measured relative to a
perfect vacuum (absolute zero pressure), whereas
gage pressure is measured relative to the local
atmospheric pressure.
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Chapter 2 - Pressure
A barometer is used to measure atmospheric pressure.
mercury barometer
vaporatm pghp +=
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Chapter 2 - Pressure
MANOMETRY
A standard technique for measuring pressure involves
the use of liquid columns in vertical or inclined tubes.
Pressure measuring devices based on this technique
are called manometers.
The mercury barometeris an example of one type of
manometer, but there are many other configurations
possible, depending on the particular application.
Three common types of manometers include the
piezometer tube, the U-tube manometer, and the
inclined-tube manometer.
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Chapter 2 - Pressure
PIEZOMETER TUBE
opghp +=
1111 ghhpA ==
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Chapter 2 - Pressure
U-TUBE MANOMETER
1122 ghghpA =
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Chapter 2 - Pressure
INCLINED-TUBE MANOMETER
113322 sin ghghgpp BA += l
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Chapter 2 - Pressure
MECHANICAL AND ELECTRONIC PRESSURE
DEVICES
ABourdon tube pressure gage uses a hollow, elastic,and curved tube to measure pressure.
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