fluid statics.pdf
TRANSCRIPT
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Hydrostatic Pressuredistributioninastaticfluidanditseffectsonsolidsurfacesandon
floatingandsubmergedbodies.
M.Bahrami ENSC283 Spring2009 1FluidStatics
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Fluidatrest
hydrostaticcondition:whenafluidvelocityiszero,thepressurevariationisdueonlytotheweightofthefluid.
Thereisnopressurechangeinthehorizontaldirection. Thereis apressurechangeintheverticaldirectionproportionaltothe
density,gravity,anddepthchange.
2M.Bahrami ENSC283 Spring2009
Inthelimitwhenthewedgeshrinkstoapoint,
FluidStatics
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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
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Equilibrium
Thepressuregradientmustbebalancedbygravityforce,orweightoftheelement,forafluidatrest.
Thegravityforceisabodyforce,actingontheentiremassoftheelement.Magneticforceisanotherexampleofbodyforce.
M.Bahrami ENSC283 Spring2009 4FluidStatics
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Gagepressureandvacuum
Theactualpressureatagivenpositioniscalledtheabsolutepressure,anditismeasuredrelativetoabsolutevacuum.
Pgage
P
Patm
Pabs
Ab l t
Pvac
atm Absolute(vacuum)=0
M.Bahrami ENSC283 Spring2009 5FluidStatics
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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
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Hydrostaticpressuredistribution
Pressureinacontinuouslydistributeduniformstaticfluidvariesonlywithverticaldistanceandisindependentoftheshapeofthecontainer.
Thepressureisthesameatallpointsonagivenhorizontalplaneinafluid.
Forliquids,whichareincompressible,wehave:
M.Bahrami ENSC283 Spring2009 7
Thequantity,p isalengthcalledthepressureheadofthefluid.
FluidStatics
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Themercurybarometer
Patm =761mmHg
Mercury has an extremely small vapor pressure at room temperature Mercuryhasanextremelysmallvapor pressureatroomtemperature(almostvacuum),thusp1 =0.Onecanwrite:
M.Bahrami ENSC283 Spring2009 8FluidStatics
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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
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Manometry Astaticcolumnofoneormultiplefluidscanbeusedtomeasurepressure
differencebetween2points.Suchadeviceiscalledmanometer.
/ / Adding/subtractingz asmovingdown/upinafluidcolumn.
JumpingacrossUtubes:anytwopointsatthesameelevationina
M.Bahrami ENSC283 Spring2009 10
continuousmassofthesamestaticfluidwillbeatthesamepressure.
FluidStatics
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Hydrostaticforcesonsurfaces Consideraplanepanelofarbitraryshapecompletelysubmergedinaliquid.
Thetotalhydrostaticforceononesideoftheplaneisgivenby:
M.Bahrami ENSC283 Spring2009 11FluidStatics
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Hydrostaticforcesonsurfaces Afterintegrationandsimplifications,wefind:
Theforceononesideofanyplanesubmergedsurfaceinauniformfluidequalsthepressureattheplatecentroidtimestheplatearea,independentoftheshapeoftheplateorangle.p p p g
Theresultantforceactsnotthroughthecentroidbutbelowittowardthehighpressureside.Itslineofactionpassesthroughthecentreofpressureg p p g pCPoftheplate(xCP,yCP).
M.Bahrami ENSC283 Spring2009 12FluidStatics
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Hydrostaticforcesonsurfaces Centroidalmomentsofinertiaforvariouscrosssections.
Note:forsymmetricalplates,Ixy =0andthusxCP =0.Asaresult,thecenter
M.Bahrami ENSC283 Spring2009 13FluidStatics
yofpressureliesdirectlybelowthecentroidontheyaxis.
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Hydrostaticforces:curvedsurfaces Theeasiestwaytocalculatethepressureforcesonacurvedsurfaceisto
computethehorizontalandverticalforcesseparately.
Thehorizontalforceequalstheforceontheplaneareaformedbytheprojectionofthecurvedsurfaceontoaverticalplanenormaltothe
tcomponent.
Theverticalcomponentequalstotheweightoftheentirecolumnoffluid,bothliquidandatmosphericabovethecurvedsurface.
M.Bahrami ENSC283 Spring2009 14
FV=W2 +W1 +WairFluidStatics