fluid statics.pdf

14
Hydrostatic Pressure distribution in a static fluid and its effects on solid surfaces and on floating and submerged bodies. M. Bahrami ENSC 283 Spring 2009 1 Fluid Statics

Upload: mohamedraahim

Post on 08-Nov-2015

98 views

Category:

Documents


0 download

TRANSCRIPT

  • Hydrostatic Pressuredistributioninastaticfluidanditseffectsonsolidsurfacesandon

    floatingandsubmergedbodies.

    M.Bahrami ENSC283 Spring2009 1FluidStatics

  • Fluidatrest

    hydrostaticcondition:whenafluidvelocityiszero,thepressurevariationisdueonlytotheweightofthefluid.

    Thereisnopressurechangeinthehorizontaldirection. Thereis apressurechangeintheverticaldirectionproportionaltothe

    density,gravity,anddepthchange.

    2M.Bahrami ENSC283 Spring2009

    Inthelimitwhenthewedgeshrinkstoapoint,

    FluidStatics

  • Pressureforces(pressuregradient) Assumethepressurevaryarbitrarilyinafluid,p=p(x,y,z,t).

    Thepressuregradientisasurfaceforce thatactsonthesidesoftheelement. Note that the pressure gradient (not pressure) causes a net force that must be Notethatthepressuregradient(notpressure)causesanetforcethatmustbe

    balancedbygravityoracceleration.

    M.Bahrami ENSC283 Spring2009 3FluidStatics

  • Equilibrium

    Thepressuregradientmustbebalancedbygravityforce,orweightoftheelement,forafluidatrest.

    Thegravityforceisabodyforce,actingontheentiremassoftheelement.Magneticforceisanotherexampleofbodyforce.

    M.Bahrami ENSC283 Spring2009 4FluidStatics

  • Gagepressureandvacuum

    Theactualpressureatagivenpositioniscalledtheabsolutepressure,anditismeasuredrelativetoabsolutevacuum.

    Pgage

    P

    Patm

    Pabs

    Ab l t

    Pvac

    atm Absolute(vacuum)=0

    M.Bahrami ENSC283 Spring2009 5FluidStatics

  • Hydrostaticpressuredistribution

    Forafluidatrest,pressuregradientmustbebalancedbythegravityforce

    Recall:pisperpendiculareverywheretosurfaceofconstantpressurep. Inourcustomarycoordinatezisupwardandthegravityvectoris:

    where g = 9 807 m/s2 The pressure gradient vector becomes:whereg=9.807m/s2.Thepressuregradientvectorbecomes:

    M.Bahrami ENSC283 Spring2009 6FluidStatics

  • Hydrostaticpressuredistribution

    Pressureinacontinuouslydistributeduniformstaticfluidvariesonlywithverticaldistanceandisindependentoftheshapeofthecontainer.

    Thepressureisthesameatallpointsonagivenhorizontalplaneinafluid.

    Forliquids,whichareincompressible,wehave:

    M.Bahrami ENSC283 Spring2009 7

    Thequantity,p isalengthcalledthepressureheadofthefluid.

    FluidStatics

  • Themercurybarometer

    Patm =761mmHg

    Mercury has an extremely small vapor pressure at room temperature Mercuryhasanextremelysmallvapor pressureatroomtemperature(almostvacuum),thusp1 =0.Onecanwrite:

    M.Bahrami ENSC283 Spring2009 8FluidStatics

  • Hydrostaticpressureingases Gasesarecompressible,usingtheidealgasequationofstate,p=RT:

    Forsmallvariationsinelevation,isothermalatmospherecanbeassumed:

    Ingeneral(forhigheraltitudes)theatmospherictemperaturedropsofflinearlywithz

    TT0 BzwhereT0 isthesealeveltemperature(inKelvin)andB=0.00650K/m.

    Note that the P is nearly zero (vacuum condition) at z = 30 km

    M.Bahrami ENSC283 Spring2009 9

    NotethatthePatm isnearlyzero(vacuumcondition)atz =30km.

    FluidStatics

  • Manometry Astaticcolumnofoneormultiplefluidscanbeusedtomeasurepressure

    differencebetween2points.Suchadeviceiscalledmanometer.

    / / Adding/subtractingz asmovingdown/upinafluidcolumn.

    JumpingacrossUtubes:anytwopointsatthesameelevationina

    M.Bahrami ENSC283 Spring2009 10

    continuousmassofthesamestaticfluidwillbeatthesamepressure.

    FluidStatics

  • Hydrostaticforcesonsurfaces Consideraplanepanelofarbitraryshapecompletelysubmergedinaliquid.

    Thetotalhydrostaticforceononesideoftheplaneisgivenby:

    M.Bahrami ENSC283 Spring2009 11FluidStatics

  • Hydrostaticforcesonsurfaces Afterintegrationandsimplifications,wefind:

    Theforceononesideofanyplanesubmergedsurfaceinauniformfluidequalsthepressureattheplatecentroidtimestheplatearea,independentoftheshapeoftheplateorangle.p p p g

    Theresultantforceactsnotthroughthecentroidbutbelowittowardthehighpressureside.Itslineofactionpassesthroughthecentreofpressureg p p g pCPoftheplate(xCP,yCP).

    M.Bahrami ENSC283 Spring2009 12FluidStatics

  • Hydrostaticforcesonsurfaces Centroidalmomentsofinertiaforvariouscrosssections.

    Note:forsymmetricalplates,Ixy =0andthusxCP =0.Asaresult,thecenter

    M.Bahrami ENSC283 Spring2009 13FluidStatics

    yofpressureliesdirectlybelowthecentroidontheyaxis.

  • Hydrostaticforces:curvedsurfaces Theeasiestwaytocalculatethepressureforcesonacurvedsurfaceisto

    computethehorizontalandverticalforcesseparately.

    Thehorizontalforceequalstheforceontheplaneareaformedbytheprojectionofthecurvedsurfaceontoaverticalplanenormaltothe

    tcomponent.

    Theverticalcomponentequalstotheweightoftheentirecolumnoffluid,bothliquidandatmosphericabovethecurvedsurface.

    M.Bahrami ENSC283 Spring2009 14

    FV=W2 +W1 +WairFluidStatics