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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    INCOMPRESSIBLE FLOW

    g

    pph

    21 =

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    Pascals Paradox

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    STANDARD ATMOSPHERE

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    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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    PIEZOMETER TUBE

    opghp +=

    1111 ghhpA ==

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    U-TUBE MANOMETER

    1122 ghghpA =

    12

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    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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