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  • 8/8/2019 4TF3 Lecture 01 Fall10

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    Thursday September 9Thursday September 9, , 20102010

    MAN TECH 4TF3 MAN TECH 4TF3

    IntroductionIntroduction

    PressurePressure - - ManometryManometry

    Fluid MechanicsFluid MechanicsFluid MechanicsFluid MechanicsFluid MechanicsFluid MechanicsFluid MechanicsFluid Mechanics

    BehaviourBehaviour of of fluidsfluids Fluid: Liquid or gasFluid: Liquid or gas Wide subject with variety of applicationsWide subject with variety of applications

    Extreme range of physical parameters Extreme range of physical parameters Length Length -- Pipe flows: Pipe flows: FromFrom nanonano--scale tubes to 4scale tubes to 4- -ftft

    diameter oil pipelines.diameter oil pipelines.

    Speed:Speed: From hypersonic flow of air around aircraftsFrom hypersonic flow of air around aircraftsand meteorites (10and meteorites (10 44 m/s)m/s)

    to creeping flow of magma (10to creeping flow of magma (10 --88 m/s)m/s)

    Pressure Pressure :: From pressure inside hydraulic ramsFrom pressure inside hydraulic rams(10,000 psi) to sound waves (10(10,000 psi) to sound waves (10 --6 6 psi) psi) Vid 1 & 2

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    Definition of a FluidDefinition of a FluidDefinition of a FluidDefinition of a Fluid

    Solids: Strong intermolecular forces Closely spaced molecules Hard

    Liquids: Weaker intermolecular forces Molecules spaced further apart Soft, but hardly compressible

    Gases: Almost no intermolecular forces Molecules are free to move Expands to occupy all available space

    FLUI

    D

    S

    Fluid DefinitionFluid DefinitionFluid DefinitionFluid Definition

    A substance that deforms continuously(flows) when acted on by a shearing stressof any magnitude

    Continuum Approach Do not consider motion of individual molecules Consider small volumes and average over its molecules Properties change continuously within the fluid

    F

    Surface

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    DensityDensityDensityDensityMass per unit volumeMass per unit volume Units:Units: Kg/mKg/m 33, slug/ft, slug/ft 33,, lblbmm /ft /ft 33 Small dependence on temperature for liquidsSmall dependence on temperature for liquids Liquids are practically incompressible (density does notLiquids are practically incompressible (density does not

    depend on pressure)depend on pressure)

    Strong dependence on temperature and pressure for gassesStrong dependence on temperature and pressure for gasses

    Specific weight & gravitySpecific weight & gravitySpecific weight & gravitySpecific weight & gravity

    Specific weight ( ): Weight per unit volume = g

    Units: N/m 3 or lb f /ft 3

    Water: 9800 N/m 3

    Specific gravity (SG): ratio of fluid density todensity of water at a specific temperature

    Reference density: water at 4 C ( = 1000 Kg/m 3)

    Units: dimensionless

    C O H o

    SG4@2

    =

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    ViscosityViscosityViscosityViscosityVideo 3 and 5

    Shear Thinninghttp://www.youtube.com/watch?v=TT8RwyrHA1Y

    Shear Thickeninghttp://www.youtube.com/watch?v=vNzTYzjLgKE&feature=related

    ViscosityViscosityViscosityViscosity

    Shearing experimentPlace a material between two parallel plates and apply a

    force on the top plate

    Solid material: Plate will move slightly and then stop!Liquid material?

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    ViscosityViscosityViscosityViscosity

    Liquid material: Plate will move continuously at a velocity U Fluid sticks on boundaries ( NO-SLIP CONDITION)

    Fluid is stationary at bottom plate Fluid moves with velocity U at top plate

    A linear fluid velocity profile is developed

    ViscosityViscosityViscosityViscosity

    Forces on upper plate

    P: Force applied by you

    A: Shear stress from fluid

    It is

    rate of shearing strain

    VISCOSITY (Absolute or dynamic)

    dydu

    =

    dydu NEWTONIAN

    FLUIDS

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    Newtonian fluidsNewtonian fluidsNewtonian fluidsNewtonian fluids

    Viscosity is constant with shearing strain

    Simplest case Many common liquids are Newtonian

    NonNonNonNon----Newtonian FluidsNewtonian FluidsNewtonian FluidsNewtonian Fluids

    Viscosity depends on shearing strainShear Thinning: Viscosity

    drops with shearing strain(liquid polymers, paint)

    Shear Thickening: Viscosityrises with shearing strain(quicksand)

    Bingham Plastic: Yield stressmust be exceeded for flow(mayonnaise, toothpaste)

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    ViscosityViscosityViscosityViscosity - --- TemperatureTemperatureTemperatureTemperature

    Viscosity dependsgreatly on temperatureLiquids: Viscosity drops with

    temperatureGasses : Viscosity increases

    with temperature

    Pr 1.65

    Compressibility of FluidsCompressibility of FluidsCompressibility of FluidsCompressibility of Fluids

    Bulk Modulus (E v)

    Change in pressure required to compress thevolume V by dV

    Liquids: Ev 3 105

    psia pressure of 3000 psi is required tocompress a liquid by 1%

    practically incompressible

    V dV dp

    E v / =

    / d dp

    E v =or

    Vid 7

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    Compressibility of GassesCompressibility of GassesCompressibility of GassesCompressibility of GassesGasses can be compressed (or expanded)Isothermally: P/ = constant

    Then, E v = pIsentropically: P/ k = constant

    Then, E v = kp

    Bulk modulus depends on pressure (the higher thepressure, the higher the modulus, the harder tocompress a gas)

    Air at 1 atm (14.7 psi) . It is k = 1.4 and E v = 20.6 psicompare to water

    Speed of SoundSpeed of SoundSpeed of SoundSpeed of SoundDisturbances in a fluid propagate at the acoustic

    velocity , or speed of sound ( c)c depends on changes of

    pressure and density

    Isentropic process (negligible heat transfer)

    Air at 15.5C: c = 340 m/sWater at 20C: c = 1481 m/s

    v E c

    d dp

    c ==

    kpc =For gasses

    For ideal gasses kRT c =

    NOTE: Ev = and c= For incompressible materials

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    VaporVaporVaporVaporVaporVaporVaporVapor PressurePressurePressurePressurePressurePressurePressurePressureObservation: Liquids (e.g. gasoline) evaporate when left in an open

    containerExplanation: Liquid molecules escape the liquid phase and enter the gas

    Experiment: Completely fill a container with a liquidand lift one end of it (without letting any air in).Result: The space between the liquid and the containerwill be filled with vapor. The pressure of the vapor iscalled vapor pressure

    Vapor pressure is a property of the liquid.It depends heavily on temperature

    Surface TensionSurface TensionSurface TensionSurface TensionSurface TensionSurface TensionSurface TensionSurface TensionThe surface of a liquid (gasThe surface of a liquid (gas- -liquid interface) behaves as aliquid interface) behaves as amembrane or skin (e.g. it can support a razor blade)membrane or skin (e.g. it can support a razor blade)

    Results from unbalance of molecular forcesResults from unbalance of molecular forcesalong the surfacealong the surface

    AA tensile forcetensile force acts in the plane of the surfaceacts in the plane of the surfaceat any line along the surfaceat any line along the surface

    This force is calledThis force is called Surface Tension (Surface Tension ( ))

    Units of Units of :: N/m,N/m, lblb f f /ft ( /ft (Force/LengthForce/Length ))

    Videos

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    Surface TensionSurface TensionSurface TensionSurface TensionSurface TensionSurface TensionSurface TensionSurface Tension

    Pressure inside a dropPressure inside a drop

    Capillary riseCapillary riseWater rises inside a narrow tubeWater rises inside a narrow tube

    Force Balance: 2 R = p R2

    Hence

    Pressure is higher inside droplet

    R p p p ei

    2==

    Pr 1.95

    Capillary riseCapillary riseCapillary riseCapillary riseCapillary riseCapillary riseCapillary riseCapillary riseFree Body Diagram

    Force Balance

    R2 h = 2 R cos

    and

    Rh

    cos2=

    Liquid may drop too!Depends on angle

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    STATIC FLUIDS

    Pressure at a PointPressure at a PointPressure at a PointPressure at a Point How does pressure at a point vary with direction?Consider the triangular wedge of fluid:

    No shear stress Gravity in negative z direction Neglect forces on x-axis

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    Pressure at a pointPressure at a pointPressure at a pointPressure at a point - --- 2222

    Triangular wedge Assume acceleration in y ( a y) and z (a z) directionsForce balances in y and z directions

    It is:

    and the force balance equations yield

    zs z z

    ys y y

    as y xs y x

    s x p y x pF

    as y x

    s x p z x pF

    22cos

    2sin

    ==

    ==

    Note: Multiplying pressure by area gives force

    sin and cos s zs y ==

    Pascals lawPascals lawPascals lawPascals law

    And as x, y, and z tend to zero, we get p y = p z = p s

    ( )2

    and 2

    za p p

    ya p p zs z ys y

    +==

    Pressure at a point in a fluid at rest or inmotion is independent of direction as long asthere are no shearing stresses present

    Pascals Law

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    Pressure FieldPressure FieldPressure FieldPressure Field How does pressure vary from point to point?Consider the rectangular element of fluid: Fluid volume is x y z Pressure at center is p Pressure at sides is expressed

    using pressure derivatives No shearing

    Pressure FieldPressure FieldPressure FieldPressure Field - --- 2222Pressure at sides are expressed using derivativesFor example, the pressure at the top surface is:

    Two kinds of forces act on the fluid element:

    Surface forces (due to pressure on the exposed surfaces Body forces (the weight of the liquid)

    2 z

    z p

    p

    +

    Pressure at centerPressure derivative

    Distance from center

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    Pressure FieldPressure FieldPressure FieldPressure Field - --- 3333

    Forces in y-direction (only surface forces)

    Forces in x-direction (only surface forces)

    Forces in y-direction (surface and body forces)

    j j jF)))

    2

    2

    z y x y p

    z x y

    y p

    p z x y

    y p

    p y

    =

    +

    =

    iF)

    z y x x p

    x

    =

    kkF )) z y x z y x z p

    z = weight

    Pressure FieldPressure FieldPressure FieldPressure Field - --- 4444

    Assuming the fluid elements acceleration is a , theforce balance yields:

    Then:

    General equation of motion for a fluid without shearing stresses

    akk ji

    akk ji

    z y x z y x z y x z p

    y p

    x p

    z y x z y x z y x z p

    z y x y p

    z y x x p

    =

    +

    +

    =

    ))))

    ))))

    p Pressure gradient

    ak =)

    p

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    Fluid at RestFluid at RestFluid at RestFluid at Rest

    Fluid at rest (or in solid body motion) a = 0

    And in component form

    Pressure does not vary in x and y directions.

    Pressure varies with elevation Pressure decreases as we move upward in a fluid

    0k =)

    p

    0=

    x p 0=

    y p =

    z p

    Incompressible FluidIncompressible FluidIncompressible FluidIncompressible Fluid Incompressible fluid: A fluid with constant densityIf also g is assumed constant

    = g is constant (: specific weight)And integration is easy

    ( )12122

    1

    2

    1

    z z p pdzdp z p p

    p

    z

    z===

    h p p +=

    21

    Hydrostatic pressure distribution

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    Pressure HeadPressure HeadPressure HeadPressure HeadUse hydrostatic pressure distribution to express

    pressure differences in terms of height of fluid

    Pressure in fluids is often measured from free surface

    Pressure depends only on height of liquid (not shape) Pressure on same level on continuous liquid is same

    21 p ph

    = h: pressure head

    h p p p B A +== 0

    Pr. 2.5

    Hydraulic equipmentHydraulic equipmentHydraulic equipmentHydraulic equipment Pressure on same level on continuous liquid is same

    Base of all hydraulic devices (jack, brakes, lifts, etc.) Apply a small force F 1 (on a small piston) to achieve

    a high force F 2 (on a big piston)

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    Compressible FluidsCompressible FluidsCompressible FluidsCompressible Fluids

    Compressible fluid: Density changes with pressure(any gas is compressible)

    For high elevation changes:

    And

    If T=T 0 (constant with elevation)

    =dzdp Density (and specific weight) of gasses is small

    Neglect pressure changes in gasses when elevationchanges are small (order of few hundred feet)

    RT p= Ideal gas

    ==

    1

    1

    2

    1

    1 p p

    z

    z dzT R

    g

    p

    dp

    RT

    gp

    dz

    dp

    ( )=0

    1212 exp RT

    z zg p p

    Pressure in AtmospherePressure in AtmospherePressure in AtmospherePressure in AtmosphereFor the atmosphere, this correction does not make

    such a huge difference

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    Standard AtmosphereStandard AtmosphereStandard AtmosphereStandard Atmosphere

    Idealized representation of mean condition of earthsatmosphere

    Temperature changes with elevationsee text

    Pressure MeasurementPressure MeasurementPressure MeasurementPressure MeasurementAbsolute pressure: Pressure value relative to perfect vacuumGage pressure: Pressure value relative to the local atmospheric

    pressureVacuum pressure: Used for pressure values lower that the local

    atmospheric pressure. Difference from atmospheric value isreported as a positive number.

    Pr 2.21

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    BarometerBarometerBarometerBarometer

    Used for measuring atmospheric pressure

    patm = p vapor + h

    But for mercury, p vapor 0 and

    patm = h

    h 760 mm

    ManometryManometryManometryManometryMeasure pressure using liquid rise in a tubePiezometer Tube

    11 h p p p atm A +==

    Gage pressure at A

    1, h p gage A =

    Absolute pressure at A

    Disadvantages:p A must be higher thanatmosphericp A must be low (so that h 1 issmall)Fluid must be liquid V2

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    2

    UUUU----tube Manometertube Manometertube Manometertube Manometer

    1 p p A =1112 h p p +=

    223 h p p atm +=32 p p =

    1122 hh p p atm A +=Then

    or

    1122, hh p gage A =

    If A contains a gas 1 0 and

    22, h p gage A =

    Differential UDifferential UDifferential UDifferential U- ---tube Manometertube Manometertube Manometertube ManometerMeasure pressure difference between A and B

    112233

    112233

    hhh p p

    phhh p

    B A

    A B

    +=

    =++

    Pr 2.24, 2.36

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    2

    InclinedInclinedInclinedInclined Tube ManometerTube ManometerTube ManometerTube Manometer

    Used for measuring small pressure differencesVertical height difference results to pressure difference

    A B phlh p =++ 112233 sin

    Changing the angle you can convert small pressuredifferences to large l2 values

    Pressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesBourdon pressure gageBourdon pressure gage

    Measures gage pressureMeasures gage pressure Only static pressure (does not respond quickly)Only static pressure (does not respond quickly)Pressure acts on elastic structure, deforms it,Pressure acts on elastic structure, deforms it,

    deformation is read (as pressure) on a dialdeformation is read (as pressure) on a dial

    V3

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    Pressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure Measurement DevicesPressure transducerPressure transducerProvide electrical outputProvide electrical outputBourdon gage withBourdon gage with LVDTLVDT Diaphragm transducerDiaphragm transducer

    Fast responseFast response