21
Fluid Statics

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fluid mechanics lecture notes

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  • Fluid Statics

  • Pressure

    In general, fluids are subject to both normal and

    shearing forces.

    However, only fluids with velocity gradients

    produce shearing forces.

    For fluids at rest, only normal forces exist.

    These normal forces in fluids are called pressure

    forces

  • Pressure

    It is defined as

    where F is the normal force acting over the area A.

  • In a wedge shaped stationary fluid element,

    there are pressure forces acting normal to

    the surfaces and the weight force:

    pnA

    A

    x

    y

    z

    Weight

    l

    z= l sin

    x= l cos

    y

    pxA sin

    pzA cos

  • The equation of equilibrium in the x-direction:

  • Or the equation of equilibrium in the z-direction:

    As l goes to zero at a point:

  • We conclude that the pressure at a point in

    a static fluid acts with the same magnitude

    in all directions.

    Pressure is a scalar quantity,

    not a vector; the pressure at a

    point in a fluid is the same in

    all directions.

  • In the outer space which is virtually void of

    gases, the pressure is zero.

    Pressures measured relative to a perfect

    vacuum (absolute zero) are termed

    absolute pressure.

    The atmospheric pressure at sea level is

    taken as 101325 Pa

  • Many pressure measuring devices measure

    the differences in pressure relative to the

    atmospheric pressure.

    This type of pressure reading is called gage

    pressure.

    Therefore, a gage pressure can be

    negative, which is referred as suction or

    vacuum pressure.

  • Absolute pressure: The actual pressure at a given position. It is measured relative to absolute vacuum (i.e., absolute zero pressure).

    Gage pressure: The difference between the absolute pressure and the local atmospheric pressure. Most pressure-measuring devices are calibrated to read zero in the atmosphere, and so they indicate gage pressure.

    Vacuum pressures: Pressures below atmospheric pressure.

  • EQUATION FOR PRESSURE FIELD

    Consider a stationary fluid element.

    There are two types of forces acting on this

    element:

    Surface forces due to pressure

    and a body force due to the weight of the

    element (we observed that pressure changes in z

    direction)

  • y

    x

    zy

    x

    z

    xyz

  • Pressure on the surfaces can be expressed in terms of p

    given at the center of the element.

    The resultant surface force in the y direction is:

    The weight of the fluid is:

  • The total force on the element then becomes:

    or in component form:

  • Since p only depends on z:

    The weight per unit volume g is defined as

    specific weight

    The ratio of the specific weight of a given liquid to

    the specific weight of water is defined as specific

    gravity, S

    For incompressible fluid: the above equation may be

    integrated to yield:

  • For h=z1-z2>0 the pressure between two points can be

    specified in terms of the distance h:

    h is called the pressure head.

    The pressure p at any depth h below a reference surface, where

    pressure is p0, is then given by

    In an incompressible fluid at rest the pressure varies linearly

    with depth.

  • Pressure in a liquid at

    rest increases linearly

    with distance from the

    free surface.

    The pressure of a fluid at rest

    increases with depth (as a

    result of added weight).

  • The pressure is the same at all points on a horizontal plane in a

    given fluid regardless of geometry, provided that the points are

    interconnected by the same fluid.

  • A manometer can contain one or more fluids such as mercury, water, alcohol,

    or oil.

  • Example