Note Cc303 - Fluid Pressure Politeknik

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    BY: MYZATUL BINTI MANSOR

    JKA, PTSB

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    Hydrostatics is the study of pressures throughout a fluid atrest and the pressure forces on finite surfaces.

    As the fluid is at rest, there are no shear stresses in it.

    Hence the pressure at a point on a plane surface always

    acts normal to the surface, and all forces are independent

    of viscosity.

    The pressure variation is due only to the weight of the fluid.

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    Pressure is the force per unit area, where the force is

    perpendicular to the area

    Acts perpendicular to ALL surfaces

    (like a Normal force)

    Pressure unit:

    o Pascal ( 1 Pa = 1 N/m2)

    P=A m2Nm

    -2

    (Pa)

    NF

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    A liquid is subjected to pressure due to its own weight,

    this pressure increases as the depth of the liquid

    increases.

    Depends on depth

    P = gh

    o = density of fluid

    o g = gravity

    o h = depth beneath the water

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    Unit Definition or

    Relationship

    1 pascal (Pa) 1 kg m-1 s-2

    1 bar 1 x 105 Pa

    1 atmosphere (atm) 101,325 Pa

    1 torr 1 / 760 atm

    760 mm Hg 1 atm

    14.696 pounds per

    sq. in. (psi)

    1 atm

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    Example 1

    Find the pressure represented by a column of

    i. 10 cm of water

    ii. 5 cm of oil of specific gravity 0.75iii. 2 cm of mercury

    Solution:P = gh

    i. For water column : P = 1000 x 9.81 x 0.1 = 981 N/m2

    ii. For the oil column: P = 0.75 x1000 x 9.81 x0.05=367.88 N/m2iii. For the mercury column: P = 13.6 x1000x9.81x0.02

    = 2668.32 N/m2

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    ABSOLUTE PRESSURE

    is defined as the pressure which is measured with

    reference to absolute vacuum pressure

    GAUGE PRESSUREis defined as the pressure which is measured with the help

    of a pressure measuring instrument, in which the atmospheric

    pressure is taken a datum. The atmospheric pressure on the

    scale is marked as zero.

    VACUUM PRESSURE

    is defined as the pressure below the atmospheric pressure

    (negative Gauge Pressure)

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    P abs = Patm + Pgage

    Note:

    i) The Patm at sea level at 15C= 101.3 kPa

    ii) The atmospheric pressure

    head = 760 mm of mercury

    or 10.33 m of water

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    EXAMPLE 2:

    Express a pressure of 155 kPa (gage) as an absolute

    pressure. The local atmospheric pressure is 98 kPa(abs).

    Solution:

    P abs = 98 kPa+ 155 kPa = 253 kPa

    EXAMPLE 3:

    Express a pressure of 225 kPa (abs) as a gage pressure. The

    local atmospheric pressure is 101 kPa(abs).

    P abs = Patm + Pgage

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    EXAMPLE 4:

    Calculate the change in water pressure from the surface to a

    depth of 5m.

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    EXAMPLE 5:

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    For a liquid, usually the position is measured as

    distance from the free surface, or depth h, which is

    positive downward as illustrated in Fig. 2.3. Hence,

    p2p1 = g(h2h1) = (h2h1)

    p = g h = h Note:P abs = Patm + PgageP abs = Patm + PgageAt free surface, Patm = 0

    P abs = 0+ PgageP abs = Pgage

    So;

    P = Po + gh

    P = Po + h

    P = h

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    Example 6:

    A 6 m deep tank contains 4 m of water and 2 m of oil of

    relative density 0.88. Determine the pressure at bottom of the

    tank.

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    Solution:At top tank surface :P1 = 0 kPa ( Patm)At the oil water interface :P2 = P1 + pressure due to 2 m of oil

    = 0+ (0.88 x 1000x 9.81 x 2)

    = 17265.6 N/m2

    At the bottom tank :P3 = P2 + pressure due to 4 m of water

    = 17265.6 + ( 1000 x 9.81 x 4)

    =56505.6 N/m2 = 56.506 kN/m2

    FORMULA:

    P = Po + gh

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    Example 7:

    An open tank contains water to a depth 2.5 m and an oil of

    specific gravity 1.25 to a depth of 1.5m.

    (a) Draw the pressure distribution diagram acting on the tank

    wall

    (b) Determine the pressure

    i. At the water surface

    ii. At the oil-water interfaceiii.At a depth of 3.5 m below the free surface

    iv.At the bottom of the tank

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    Barometer

    Piezometer

    U tube manometer

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    A barometer is used to measure

    the pressure of the atmosphere.

    The simplest type of barometer

    consists of a column of fluid (mercury).

    P2 - P1 = gh

    Pa = gh

    Patmalso expressed as mm of mercury = h

    At sea level, Patm = 101.3 kPa, mercury = 133.1 kN/m3,

    barometric height, h = 761 mm Hg.

    If water used as barometric fluid, barometric height h = 10.36 m.

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    The piezometer is used for measuring gauge pressures. One

    end of this piezometer is connected to the point where

    pressure is to be measured and other end is open to the

    atmosphere. The rise of liquid gives the pressure head at

    that point.

    If at a point A, the height of liquid (water) is h in piezometer

    tube, then pressure at A;

    PA= g h

    Fig 2.1:

    Piezometer

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    Manometer are defined as devices used for measuring the

    pressure at a point in a fluid by balancing the column of

    fluid by the same or another column of the fluid. It

    classified as:

    (a) Simple manometers

    (b) Differential manometers

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    This device consists of a glass tube bent in U-shape, one

    end of which is connected to a point at which pressure is to

    be measured and other end remains open to the

    atmosphere as shown in Figure 2.1

    Positive pressure Negative pressure

    (vacuum pressure)

    Figure 2.1

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    This device is used to measure the difference in pressure

    between two points in a pipe, or in two different pipes.

    In its simplest form a differential manometer consists of a

    U-tube, containing a heavy liquid, whose two ends are

    connected to a points, whose difference of pressures is

    required to be find out.

    The most commonly used :

    i. U-tube differential manometer

    ii. Inversed U-tube differentia manometer

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    (a) U-tube differential manometer

    =

    + = + +

    +

    1

    + =

    +

    2

    +

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    (a) Inverted U-tube differential manometer

    =

    = 1 = 2

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