RANS Computation of Propell er Tip Vort ex Flow for Stead y and Unst ead y Ca ses
by
@lVlcI . Shafiul Azam Mintu
A thesis submit te d to the Schoolof Graduate Studies in part ial fulfillment of the requirements for the degree of
Mast cr ofE ngineering
Faculty of Engineering and Applied Science Memorial University of Newfoundland
July 2011
Abstract
CFDsimulationswereconductedfordifferent marine prop ellers at steady and unsteadyflow condit ionsusing a commercial RANS solver ANSYS® CFX®.For stea dysimulation,a spiral-likedomain alignedwit hthevortex core was generate d wit hstructuredgrids. The simulat ionwas valida tedwith theDavid TaylorModel Basin DTl\IB 5168 propeller modelatopen-watercondition.
Variouseddy viscosityturbulencemodelsand Reynolds-st ressmodels were employed inthecomputat ions. The effect of the turbulencemodeling onthe solut ion wasinvestigated.The bladesurface pressur e andthe propeller performancewereals0 compute d. The simulation dat a werecompa redwiththeexperimentalda ta.
Theunsteady simulationwas conductedforpropelleratinclined flow condition.
A single domain was generatedwithstructuredgrids. Asimulationtechniquefor inclined flow conditionwas presented. The simula tionwas validated with themodel testdat a of DTMB 4718at design condit ion. Afully implicit coupledsolverwasused.
A segregate dsolverwit hIncompleteLower Upper(ILU) factorisationtechnique was employed inthe simulation. Algebraic Multi-grid(MG) mod el wasusedto accelerate theconvergence.Advect iontermswere descretiscd byhigh resolution schemewhile theviscousterms weretrea tedby employingcentraldifferencescheme.Thetransient termsweredescretisedwith Second OrderBackwardEuler scheme. The ShearStress Turbulencemodelwas employed inthecomputati on.
The effectofgridsensitiv ity anddomainsizewere investigate d.Theperiodic loadings onthepressureandsuct ionsidesofthe blades were comparedwiththe
Reasonable agreementwith the computedamplit udeof the pressur evari ati ons wasfoun d.Thepredictions ofthephase of thepressure variat ions
workisthefirst attemptof theCFOsimulationfor unsteadyprop eller flowinvestiga tion using a spiral like computationalgrid. Fur therimprovements and exteIllsionsoftl lliswo>rkcanbcmade.Suggest ionsare maderegardingfutur e workon
Acknow ledgem ents
I
would like to express my sincere apprecia t ion to
mythesis superv isor Dr.Wei Qiu,He gave me complete freedom to tryideas andassisted me thro ughou t my
graduatest udiesat
Memorial.Iwould like to express
appreciat ion tomy manycolleaguesat the Advanced Marin e
IIyd rod ynamicsLaborat ory fortheir sincerc coop era t ion .Special thanks to
BruceQuint on , aPhDstude nt at Memorial
forhis sincerecooperatio n and help in using STePS2's cluste r server.
Thank s arcextende d to STePS2 for permit t ing me to
usetheirclust er server. Without thisthe simulat ion experime nt would run forever.
Igratefully
acknowledge the suppo rt from t
heNatura l Sciences and Engineerin g
Resear ch Counc ilof Canada (NSERC),
DefenceResear ch andDevelopm entCanada- At la ntic (DRDC- Atlan t ic),
Oceanic Consulti ngCorporat ion and Memorial
University ofNewfoundland(MUN).
Finally,I
would like to tha nk my
familyforall their
love andencouragement.
Theyhave sacrificed
a
lot due to myresearch abroa d . Especially,I
wouldliketo give my specialthan ks to
my wife Moon . She helpedme toconcentrate on comp let ing
this thesis and supporte d me
ment allyduring thecourse of
this work. With ou ther help andencouragement, this st udy would not
havebeen completed.Contents
Acknowled gemen ts Lis tof Figures
1.1BackgroundandMot ivation.. 1.2Objective ofthisResearch. 1.3Organi zation ofThcsis.
2Revi ewof Rel at edWork SteadyCases 2.1.1Exp eriment al Work . 2.1.2Numerical Work.. Unstea dyCases .. 2.2.1Experiment alWor k. 2.2.2 Numerica lWork.
3Propell erGeometr y and Grid Generatio n 3.1Propeller Ccomctry.
CoordinateSyst em I31adeGeometry.
I31adeSectionGeometr y . Hub Geometry . GridGeneration i\Iet hod.
GridGenera tionApproach GridGenerationon I31ad eSurface .
EllipticSmoothingTechnique ComputationalDomain for Unst ead ySimulat ion. 3.3.1 i\Iesh Transformation
4Comp utat.iona lMctho d GoverningEquations Discretisationof GoverningEquations.
Finit e Volume l\let hod.
SolutionStrat egyof theDiscretisedEqua tions Turbu lenceModeling
4.4.1 EddyViscosit yTurbulencei\Iodels 4.4.2 ReynoldsStressTurbulence(RSl\I) Models
Stead y Case . 5.1.1Simulati onTechnique.
ConvergenceTests Effect of TurbulenceMod eling ..
Effect of Bound ar y Condit ion.. Effect of Timestep Size.. UnsteadyCase ..
Valid ati on ofthe Unstea dy Dom ain. Grid Quality
Bound ar y Cond itio ns . Unstea dy SimulationTechniqu e. ConvergenceTests .
6Co n cl us io ns and Recommendations Stead yCase . 6.2Unsteady Case
I3ibliogr aphy
Appendices A Geometryof DTM13 4718 13 Addition alFigures
List of Figures
3-1Coordina te systemofprop eller. 3-2Cylindricalcoord inatesystem. 3-3 Definitionof rake
3-6Spirallike computationaldomain. 3-7DifferencebetweenH-typ e and O-typ e grid 3-8Grid generationon bounda ries 3-9Computat ional domain for unst ead y simulat ion.
5- 1Primary andsecondarycoordi na tesyste m . 5-2 Computa t ional domainofDTlv1l35 168 5-3Effectofgrid resolutiononcomputingtime .
5-4 Vx ,Vt,V,. across thetipvortexcenteratx/R=0.2386computed witheddyviscositytur bulencemodels
5-5 V:r,Vt,Vracrossthe tipvortexcenterat»[H=0.2386computed wit h Reynolds st ress mod els
5-6Comparison ofVx,Vt ,Vr acrossthe tipvortexcenter at:r/R=0.2386 with Reynolds stressmodels andeddyviscositymodels.. 5-7 Axialvelocity V,at:r/R=0.2386
5-8Tangentialvelocity
y,
atl;/R=0.2386 RadialvelocityV, atx/R=(J.23865-10Surface pressure coefficienton the
pressure side
5-11SlIrface pressurecoefficientont hes uctionside.5-12 Effect of bound ary conditions
onVx ,V t,Vr across thetip vortex
centeratx/R= 0.23865-13ConvergenceplotofJ(,andJ(qwithauto timest ep 5-14Convergence plotofJ(,andJ(qwith physicaltimcstep 5-15
Blade surface of DTMB 4718
5-16Computa tional domain
ofDT lvIB 4718
. 5-17Computa tionalgridsof DTi\lB4718
5-18 Verifica tion of unst eady domainonVx ,Vt,Vr across thetipvortex centeratx/R=
0.2386
.5-19y+distributionover the
blade surface
(pressureside)onDTMB471875
5-20Schema tic diagram of unsteady simulationset-up.5-21Coordinatesofthe
unsteady simulat ion
set-lip. 5-22 Effect of gridsizeonthe comp uted
Cpatr= 0.5R 5-23 Effectof domain size
onthecomputedCp a t r = 0 . 5R.5-24 Convergence plotsofmass and momentum residuals 5-25Convergenceof propellertbrnstcoefficientwitbtime itera tions.
5-26 Convergence
ofpropeller pressure
coefficientwithtime iterati ons .
5-27Computed firstharmonicamplitud
e and phase ofthe pressure
coefficienton DTlvIB4718 with .J=
0.751at
0.5R. 5-28 Computed firstharmonic amplitude and phase of the pressure
5-29Computedfirst harm onic amplitudeand phase of
the pressure
5-30 Computed thrust variation
with the angular position of bladeB-1 Additionalconto ur plots of axial
velocityVxat
:f/R=0.2386 .
B-2 Additional conto ur plots of tan gential velocity V,at
x/R= 0.238613-3Additional conto ur plots of radialvelocity V, at
x]
R=0.2386 .List of Tables
PrincipaI Char acteristi cs ofDTi\II3 5168 SummaryofGrids
ComparisonofJ(,andJ(q. Principal Cha rac te rist ics ofDTIIII3 4718 NewPrincipal Characte rist icsof DTMB4718 A. I Modi fiedPropellerGeometr y of DTMB 4718 . A.2Blade Section Geometr y:Brocket .
A.3Blade Sectio n Geometr y, NACA G6(DT i\II3 I1Iod.),a=0.8 Meanlin e .
Nomenclature s
Non-di mensional distan ce oftheoutletboundary Chordlengthof aerofoil
Diameterofpropeller
Non-dimensionaldistanceof theoutletboundary htot Totalent halpy
Indicesofgridpoints on theleadin gedge Indicesofgrid pointsonthe trailingedge Tota lrake of propeller
Numhe rofgridpointsinthe stre amwise direction Number ofg rid points in t he hlade- to-blade direction
Numberofgrid points onthehounda ry in the spa nwisedirect ion Number ofgrid points onthe blade sur facein the spanwisedirection Turbulentkinetic energy
K, Prop ellerthrust coefficient,T/(pn2UI) J(q Propeller torque coeflicient ,Q/(pn2D'\ ) LO.7R Chord lengthatO.7R
Rot at ionalspeedofpropeller Totaltorq ueon prop eller Radi aldist anceof propeller Hllhradiusofpropeller Radiusofpropeller
SM SE Energy source
Tot althrustonprop eller
Vx
Axial velocit ies in the tangent ial directi on across the
tipvortex centr e
Tangen tialvelocitiesin the tangentialdirectionacrossthetipvortexcent re v,.
Radi alvelocitiesin the tangent ialdirecti on across the tipvortexcent re
II-rol Tot al velocityy+ Non-dimensionalwalldist ance l3ladeindexangle
Densityof wat er ,9'J7kg/m-3 Dyn ami c viscosity
ofwater, 8.89x
1O-4kgm-1s-1Skew angle
of propellerbladeAny variableoffluid prop er t ies
Tensorproduct oftwo vecto rs Angularvelocit y Eddy viscosity
or turbul ent viscosity
Turbulent
dissipationrate Turbulent
frequ encyChapter 1 Introduction
1.1 Back gr ound and Motiva t io n
A marin e prop eller operat ing at the stern, within the wake of the ship, complicates the propeller hyd rod yn am ics. The blade
inflowvaries significant ly as the propeller rota t es,produ cing unst ead y for ces. Theseforcesresul t in additional unst ead y
loadson the shaft and cause vibra tion on the hull.
\Vhenthe loadin g on the blades increases, the prop eller experienccs anot her
hydrodynamicphenomenon called
cavitation,which degradespropellerperformance, erodes blade surfaces, producesnoise, and causes vibrat ion on the ship hull. Apart from the vibra t ion issues, the knowledge of the unst ead y load distr ibut ion is essent ial for the blnde fati gue analys is.
It is also
importa nt for proper shaft and stern bearin g design.
Addition al complexity arises from the propeller opera tin g wit h a shaft inclination.
This sha ft
inclinat iongenera tes unst ead yloadsallthe blades ur faces and consequent ly
creates vibratio n and cavitat ion, On the other
hand,with the increasin g demand for
heavily load ed propellers, the occurr ence ofcavita t ion is linavoid able. Therefore, the
accurate predicti on ofcavitat ion is import ant.
The cavita tion phenomena
can berevealed by
experimental,analyticalornumericaltechniqu es. Exp erimen tal methods provide valnable insights
into the cavitat ion physicsin various predetermi ned cond itions, bnti t is expensive tomanufactm ethe models and
theyarevulnerable to slight flow condit ion
changes inside cavita tion tuimels(Rheeand Kout savdis,2003).They alsoseriously
suffer fromscaleeffectsin viscousflowphenomena. Cur rentanalyt icalsolutionscannot pred ict period icblade loads accurate ly, They underp redict the periodic propeller blade loads in
inclinedflow and
givepoorprediction of time
3\'eragepropeller blade loads at substantia lly
off-designconditions(Jessup,1982). On
theother hand ,numerical meth ods can provide insight
into thelocal flow characteristics
andareable to givesufficient information. The costand timerequired forthe compnt ati on arc much lower than for
model tests and arc suita blefor flow analysis.
Thenumericalmethods
based on potent ial theory arc widely
used inpropeller flow analysis.The potential flowmethodsarc
basedon the assum ptions of inviscid fluid aIHI irrotational motion. Using
thesemeth ods,prop eller performanceat
design conditionscan be predicted quite accurat ely,
forexample, Kinnas andHsin(1992),Gaggero et
al.(2010).However,theoff-design propeller flow
phenomena,which are domina ted by viscous effects,
cannot bepredicted accurately.Moreover, thepotentialflowmethods arc not able to predict the wake field wit h
a sufficientlevel of'accuracy, To take into accountthehighlyviscous effect
of thepropeller flow
field, itis proven that the numerical
simulat ion based ontheReynolds-averaged Navier-Sto kes(fiANS) method is effective.Theunsteady fiANS meth od repr esents
thestate-of-t he-art in
computat ional prediction oftheviscous flow around propellers (Chenand Stern,1999).The accurate
simulationofunsteady propeller flows is a challenging
task due toits complex physics and
geomet ry.For example,
generalhub
shapescan produ cea
potentialflowperturbation andwill influence thc inflow (Jessup,
1989). Thc boundarylayer candeveloponthe blade surfaces and can cause Iargc gradicnts of
the vclocity field(Qiu ct al., 2lllO).
Thetrailing edge flowsmay
not maintai n thc const antpressure at thetrailingedge.Inthe caseoftip vortex flows,
radialflowscan separa te at thc t ip thro
ugh theadverse
pressure gradients(Jess
up,1989).Thocomplexity of the
flowfieldandgcomctry require special
techniques togenera t e suitable grids for thccomputat
ioua l domain.Anothercomplexity for thepropeller flow simulat ionarises from turbulcnccm odcling.
A
screw prop eller generates
non-equil ibrium regionsinthe boundary
layer with adversepressure gradients,andseparatio nofflowmay occur(Krasilnikov
etal.,
2ll09).Itinduccshighlyrot atin gfl owfindcnt ails a tip vortex, which causestur bulellce
ill the tipvortcx rcgion.
ThelowReynoldsnumber (Re)flowsoccurat thenear wallregions, while
highReflowsdevelop atthefar-field.Moreover,thepropellers operatingunderoff-design conditions develop strong H ow sepa ra t ion on the blades,
The simulat ionof propeller
flow shouldtake
intoaccounttheseflowphenomena , Limitedst udiesweredonetofind the effects of
turbulencemodeling011thc prope llcr
tipvortcx compu t a tions.Thefluctuat ingflows should betreated
with the appropriate1.2 Obje cti ve of this Rese arch
Theobjectiv esof this resear ch workweretopredict the
viscous
flowspas tpropellers based onthe
RANS solutions.The commercial RANS solverANSYS-CFXWiU;used for this simulat ion. Bothunifor m an d inclinedinflow condit ionswere examined.Agridgenera t ion program
f'ropGGM,develop edbyQiucta1.(2003) ,was employedto
gcncratcas piral likccomplltationai domainforthestca dyand ullstca dys imulatiolls.For the steady
simulat ion,the propeller tip vortex flow was comp uted . The effect of turbu
lencemod eling on the tip vortex computa t ion was performed to investigat e if the
Reynolds st ress mod elimprovesthe tip vort ex comput at ions. For the unst eady
case,the ANSYSCFX is used to predict the unst ead y blade load s.
1.3 Organizati on of T hes is
A review of the past works is summa rized in Chapt
er2. Chapt er 3 describ es the process to develop the spira l like computa t ional domain for the numerical simulation. Chapt er 4covers th
e governingequa t ionsdescribin g the fluid flow and
their descreti sat onmeth ods .
Having explained theanalysis process in
Cha pte r 4, Cha pte r 5 describ esthe resear ch findings. The last chapte r
gives the conclusions.Suggesti ons for future workare also pres ented .
Chapter 2
Review of Related Work
This chap ter focuses outheliterature review of workoust ead y and unst ead ypropeller bladeflows.A bricfsurnrnary ofso rneofthe maj or experimenta land numericalwork ispresent ed.The scope ofpredictingpropellerloads,forbothsteadyandunst ead y cases, using exist ing expe rimentaland numericalmethods are alsodiscusscd
2.1 Stead y Cas es 2.1. 1 Ex pe rime nta l Wo rk
Advancedflow visualizationaIHInon-intrusivemea..suremcnttechniquesdistinctl y impro vethe experimentalinvestigat ionsof flow fieldstudieson propellers.Thefirst LaserOoppler Velocirneter(LOV)measure mentsofmarinepropeller flowwerernad e byMin(1978)atMITandfur t heriusightiutothepropeller wakewasprovided . The viscouswakeswereidentified.Anexte nsionofMin's st udywas carriedoutby Kobayashi(1981)tomeasuretheviscouswake downstr eamofthe propeller with some det ails. Cendese(1985)and I3illet(1987) conducted LOV measur ements abo ut rnarine propellerswith theinclusion of turbulentmeasur ement s.Allof these experiment al investigationshave onlyidentifiedthewake as complicat ionsintheflow withhigh turbulence,butdetailedwakemeasurem entshad not beenmade.
Jessup (1998) used LOV
systemstoobtain detailed velocity measur ements of
apropeller wake
at downstr eamlocations.OiFelice et
al.(2004) demonst rat edthe
capabilityofPar ticle Image Velocimetr y (P IV) for identifying the
flowst ruct ures in thewake ofa propeller.
Inspiteofthesuccess in measurement. of propellerflow feat.ures,t.h epressure field stillremainsuncleardueto thelimitat.ions of measur ement.
techniques. It. is desira ble to provide the detailed pressur e field by numerical
2.1.2 Numerical Work
Panel meth ods have long been applied
forthesolut ionof propellerdesign and
analysisof flowproblems.
lie" and Valarezo (1985) madethe first. atte mpt.t.o analyse stea dy flow around
amarin epropeller using 30 Bound ary Element Meth od . The classical Hess and Smit.h formula tion had been
used in thispaper. Kerwin et.al.
(1987)alsoapplied the
panel method t.o investiga te marin epropellers perform ance.
In recent years,numerous
research ers
haveused
RANSto simulatethe rotatin gblade
cases,For exampl e,Abdel-Maksoud et. al. (2004)
analysedt.hee lfect.oft. he hub capsha peon propellerperforman ce using commercial RANS code,
CFX-TASCflow.Abdel-Maksoud and
Heinke (2002) predicted thevelocit.y distribution in
thegapregion of
aelud
edpropeller using the
samecode. Simonsen andStern(2005) computed t.helmll-ruelder-pr opellerint. eract.ionby coupling
theRANSand potential
codes. Rheeanel Joshi (2003) presented the
computa tions of marinepropeller flow
using the commercial RANS code, FLUENT.
However,numerical
st udies on the tip vortex flowof
open marin epropellers are somehow limited except. for some
earlier st udies,for example, Hsiao and Pauley (1999) and
Chenand Stern (1998). Hsiao and Pauley (1999)appliedaone-equat ionturbulence model on fine gridsto compnte
the tip
vortex flows.The tip
vort.ex wasbett er predicted at. the locati oncloser t.o
tho prop eller while the wake
WI"bett er predict ed at t.he fa r field location .
It.was concludedthat the eddy viscosity computed fromthe Baldwin-Barth one-equation
turbulenc emodelmightbe toolargewithinthetipvortex andled toanoverl y diffusiveanddissipat ivetipvortex
Inthisthesis ,thesteady-sta t etipvor tex flow genera tedbya mari nepropellerwas comp uted using theRANSsolver ANSYSCFX.An investi gationwasdoneto show the effect of turbulencemodeling on the vortexflowcomputation.Vari ouseddy viscosit yandReynolds stress turbulencemodelswere employed intheinvesti gation .
2.2 Unst eady Cas es 2.2.1 Exp erimental Work
Theinvestigationonunstead yblade forcesrequiresadvanced ex perimental and numerical techniques. The totalunsteady and time-uvera gebladeloads were evalua t edbyBoswellet al.(1976and1978) andJcssupetal.(1977).However,these result s areuna b letorevealsignifica ntinforma tionon thedistributionof theperiod ic loadings over theblad eand underp redi ct time- average bladeloadsatsu bs ta nt ially off-design condit ions . Anexpe riment wasunder t akenbyJessup(1982) toobtain accurateandreliable measurements ofthepressuredistributionin uniformand inclinedflow.Hemeasur edunst ead ypressur edistributions on theDT l\lI34679 and DTI\!I34718mod elsin obliquenow. Single blad eforcesfor propellerDTMI3 4661in inclinedflows of10,20,and30degr eeswere alsoreportedbyBoswellet al.( 1981 and1984).To acquiresufficientunderst andingofunsteady propellerhydrodynamics, Jessup(1990) didanexperimentwith the symmet ric 3-bladed propellerDTl\l I3 4119, whichwas opera ted behind harmonic wakescreens with3,6,9and 12cyc1esper
2.2.2 Numerical Work
Pa nelmethodshavebeen em ployedto com putestea dyanduns tead yflowsaround prop eller s.Ker win and Lee (1978) proposed aliftin g surface method.Liuand I30se (1998)implementedinflow wa keand hyp erb oloidpane lalgorit h mtodealwiththe obliqueflow for highly skewedpropellers.Hsin(1990)andGaggero (2010)solvedthe unst ead y cav itatingflowby apot ent ialbou ndaryelement method .Polit is (2004) appliedtheboundar y eleme nt meth odtopredictunst eadytrailing vor texsheets ema nat ingfromeachblade. However,thepan elmeth od s arelimitedtoinviscidfluids only.Whenvisco usflowbecom esimport ant ,for exam ple,for tipvortexpred ict ions andleading and hub vorti cespredict ion s,thepanelmeth od s areunable topredict accurate ly.Toovercome theselimita tions,viscoussolvers mustbeused .
Most oftheresear cher shave simulate d theMITFFX (Massac huse ttsInstitu te of TechnologyFlappingFoil Exp erim ent)to revealthephysics ofunsteadyblade flow.For exam ple,Rhee andKoutsavd is (2003)presenteda twodimensio nal (20) simulationof unstead yflow aro undthe bla de sectio nembedded ina travelling wavefield.Intheirwork,an unstructureddy nami cmesh ingtechniquewasused.
Pa t er sonandStern(1997)validatedtheirtimeaccuratesolutionsoftheRANS equationsby simu la t ingtheNlIT FFX .Mostmarineprop eller s operate inahighly threedimension al andviscousinflow conditio n.Inthe case ofa prop ellerwithan inclin ed shaft,theprop eller opera tesinaprima rypot enti alflow field,butthesha ft inclinationcausesunst ead yloads on theblad es (Jessup, 1989 ).Thesepra cti cal configurat ionscausecomplex unsteadyffowphon om cna andneedto beaddressed
Gaggeroet al,(2010)usedRA NS solve rStarC C l\1+toinvestigate theobliqueflow phenom eno non modelprop eller OTl\lI34679 byusing slid ing meshtechnique.This techn iquetakes intoaccount therela ti vemotion of thepropellerblade aro undan inclinedaxisinside thefixeddom aininwh ichthepropellerinflowis gene ra te d
This approach isknownasmixingplan e approac h(Snchez-Ca jaetaI.,2008) .The advantageofthesliding meshtechniqu eis that it allowsfor timeaceurate simulation.
In their work,thewhole domain was generated byunstru ctur ed grids. An implicit unst ead y solut ionapproac h withalgebra ic multi-gridmodelwere employed.Superior capa bilitiesoftheHA:\S solverwere foun d over the poten tial solvel'inpred ictingthe unst ead y pressuredist ribu t ions and forcesat off-desig ncondit ions,alt houghthey alsodescribed theHANS solveras an immat ure toolforthesolut ionofthesteady and unsteadycavitati ng pro blem.l\rasilnikoveta l.( 2009)alsoemployedt hes liding mesh technique inanothe rCF Dcode,FLUENT. Intheirsimulat ion,the widelyused modelprop ellerDT:O-IB4679Willisimulate"intwostages. At thefirststage,the solut ionwasdoneby using MovingReferenceFram e (:O-IHF).This solut ionwas then used asiniti alcondit ionsfor timedepend en t simulat ion.Temp oraldiscreti zation wasdonebyfirst orde raccura te backwarddifferencediscret isation technique.The comput at iona l domainwas generatedby2.86millionunstructuredcells. From theircomputation,it wasfoundthattheHANS methodpredicted bett er inheavier loadingeonditions.Under lighter(.1=1.078) loading,wheretheinfluence ofviscosity islarger,theHANScalculat ionoverpre dictcd thepressure on the suct ionside. The samecase was alsoreportedbyLcras andHally(2010),butforheavier loadin g (.1=0.719).As explained byLems andHally (20 10), it maybeduetothe cavitat ion at thetip whichisignoredinthecalculation. They alsodidaprelimin ar y st udy with two modelprop ellers,DTi\1B4679 and DT:O-IB4718,to invest igateinclined flowphenomenonusing thecommercia lHANSsolver ANSYS CF X.Twodimensional structuredgridswere used on theblades,andtherema iningregions(hub andregions associated withthe blade)were made byunst ructur ed grids. The data for analysis were sampl ed on each blade O\'er ollly olle-t hird of a compl ete revolutioll andthen added togeth er to get theequivalentpressure on a singlebladeoverafull revolu tion . Good agreementswit htheexperime nta l da ta were found withthe meas ured average pressu res.The computedamp lit udesofthe pressur evari a tions werealso in
goodagreemcnt. However, thephase of the pressure variat ionswerepoorlypredicted.
Inthisstudy, the numerica lsimulatio nwas conducte dtopredict thcflow arounda propeller operatingwitha shaft inclination of7.5°.The commercia l RANS solver ANSYS CFXwasused.Asingle domain was genera tedwithstruct uredgrids. The simulat ionwas validate dwiththemodeltestdata ofDTlvlI34718 at design condition.
Theperioclicloaclings on thefaceancl back oftbe blade surfacewere computedand validate d wit h theexperimentaldat a.
Chapter 3
Propeller Geometry and Grid Generation
Thenumericalsolution ofBANS equations require'Sdiscreti zationof the fieldof interestintoa collectionofpointsorelementalvolumes. The efficiencyofaRANS solverlargelyd epcndson thequalit y ofgrid.Inthis chapt er ,the geometryofpropeller andthe gridgcnerat ionofthecomputationa ldomain arediscussed.
3.1 Propeller Geometry
Thc grid was genera te dbytheprogramPropGGM(Qiuet al.,2003).Theinput ofthisprogramonlytakes the 3-Dimensiona lcoordina tesoftheblade surfaceand docsnotinclude sectional pitch, chordlength,pitchdiameterratio , skewand rake distributions.A Fortran programwasthen developedto genera tetheCartes ian coord inatesoftheblad ebytakingthc basicprop eller geomet ry. Thc mathcmat ical formulationoftheprogram isdescrib edbelow.
Figur e 3-1:Coordinatesystem of propeller
3.1.1 Coordinate System
Acartesia ncoord inatesystem,Oxyz,fixed on thepropeller is applied.Thepositive z-axisdefined asdownstreamdirection and y-axislocated at any desiredangular orientat ionrelativeto thekeyblad e. The z-coo rd inateis deter mined by the right- ha ndedsystem(F igme3-1)
Acylind rica lcoordina tesystem is definedasfollows. Theang ula rcoordina te
e
is measured clockwise from the y-axiswhenviewedinthedirect ionof positi ve z-axis.The rad ialandangularcoord inatesaregiven by
7'=
.J1li+ii
(3.1)Figur e 3-2: Cylind ricalcoord inatesyste m
O=t an-1( y/ z)
3.1.2 Blade Geometry
A projected view ofabladefrorn upstreamis shown inFigur e 3-2.IntheFigure,ru isthehubradius,eistheskewHn glcmcasun..edfromthez-axis atradiusr.
The skewangle,IIm(r ),isdefinedastheangularcoordinateof thernid-chordline measuredfromthey-axis at radiusr wherethey-axis is alongthepropellerreference line.Asshownin Figure3-3(Carlton,I!J!J~),therakeof thepropelleris dividedint o twocomponents:genera tor line rake(ic)andskew ind ucedrake(i,) .Thetot alrake of the section withrespecttodirectrix(iT)is givenby
iT(r )=ic(r)+i,(r)
fExpandedview)
Figur e3-3:Definitionof rake
Thegcnera t or line rake,ic,is simply the x-coo rd ina te of the mid-chord line as shown intheFigur e3-2.The skew inducedrnke L;alsomeasuredin the xdirecti on,isthe com po nent ofhelicaldist an cearound the cylinder from thernid-chordpointof the sect ionto theproj ecti on ofthe directri x whenviewed normallytothe ya-pla nc. The skewind ucedrakeis givcnby as
i, = re,tan(e",)
Where,
e. ,
sectionskewangleandO"tis the nose-tailpitch anglc.A hladeind ex angle,8k,is defined togencra lize theresultsto allblad es ot her than
thekeyblade:
J.=
21r(~(- I), k=
1, 2, ..,J( (3.2)where[(isthennmberof blad es andkis the index of anyblade. Thekeyblad eis definedby th ek=I.The coordinatesofa point on thepressure andsuct ionsurface ofascc t iononthekt h blade can be writ tenas
:1',."=.em
+
c(s -~) sin o!>
- I, .p cos o!> (3.3)O,.P=Om
+
c(s -~)~ + I,.,,~ + J.
(3.4)Y.•."=-rs in O.•.,, (3.5)
z.,.,,=rcos O.,./, (3.6)
wherethesubscriptss andndcnotc thesuctionsideandthepressure side sur faces, respectively ;ls ,pisthesectionsurface andismeasuredina cylindricalsurfucc of rndiusrinadirection normalto the helical coordina te.
3.1.3 Bla de Scct ion Geom etry
TheNational AdvisoryCommit teeforAeronauti cs (i'\ACA)intheUSA, nowknown as:\ASA,de velopeda systematicseriesofaerofoil geometries.Someof these aerofoil shapes havebeen ado pted forthedesignofmarineprop ellers. Typical sect ion nsed for ship prop elleris;\ACA66 series with themeanline " =0.8.The sect ion geomet ry is given in theappendix.Themeanline orcamber lineis the locus of the mid-point sbet ween the pressur e side(upper]andsuct ionside(lower) when measur edperpendi cular tothe camber line, as shownin Figure3-4(Carlto n,1994).
Thetwo edgepoints ofthiscamber line arc known asleading andtrailingedges Thedist an ce between thesetwopointswhenmeasur ed alongthe
Figur c 3-4:Definition of anacrofoilscct ion
chordlineis thechord length,c, of thesection. The aerofoilthickness,t,isthe distan cebetween the upper and lower surfacesof the sectio n, usuallymeasured pcrp cndicularl y to th c chord linc.
Theupper and lowersu rfacesaremeasu redperp endicula rlyfrom thocambcrI ine. A pointPuon thc upper surfaceandapointPLon the lowersurface oft hc acrofoil,as shownin Figur c 3-5(Carlt on,1994),arc dcfincdby
Xu=xc -Ytsint/J Yu=Yc +YtCOS ,p .TL=.Tc+Ytsint/J YL=Yc-YtCOS,p
(3.7)
wherce,the slopeofthecamberline at the nond imensionalcho rda l posit iQn, xc ,is
(3.8)
Figur e 3-5: Aerofoil sect ion definition Since,p is verysmallfor marin epropellers ,Equations3.7ca n be simplified to
u«
=Yc +Yt(3.9)
whercp,=t/ 2 isthesemi-t hickness of thelocal section.
Theleadin g edges areusuall y circular.Bnt in the simula t ion the circular edgewas repla cedby a sha rpedge for the ease ofgridgenera t ion process.
3.1.4 Hu b Geometr y
Some geomet rysimplificat ions weremad ein the gridgenera t ionofthe hub.
prop eller blades were assumedtobemount ed on an infinit e consta nt- rad ius hub cylinderand therefore axial variati oninhuh radiuswasignored.
fixed-pitchprop ellerswere also ignored .
3.2 Grid Generation Method
As statedearlier,theefficieneyofRANS solver lar gelydepend s onthequalityof the grid . For theeom putatio nof theprope llertipvortex flow, grid resolut ionwit hin the tipvortex eore hasprofound effectonthe physical solut ions(Hsiaoand Paul ey,1999).
Torepr esent the physicalsolut ionwit hsufficientaccuracyfor acomplextipvortex flow,the following issues must be conside red inthegridgenerat ionprocess (Qiuet aI.,2003) :
•Gri d Finen ess: A fine gridis necessaryto adequate ly resolvethe tipvortex.
Atleast15 grid points across thetipvortex core sho uld beusedto obtai na reliabl enear-fieldtipvor tex formarin e propellers(Hsiaoand Paul ey,1999).
•Grid Den s it y :The griddensityonthe prop ellerblade surfacemust be sufficientso that bound arylayer effectscanbe wellpredicte d.
•GridSmoot h ness: Grids must be smoot hthrougho utthecomputa tiona l
•Gr idOrth ogon ali t y: Thegridorthogo nalityat thesolid bound a ryis import an t ifthe zeronorm alpressur e gradien tapprox imat ionis applicd.
•Grid Effici eu cy: The gridgenera tor has tobe computa t ionallyefficientfor rout ineapplicat ions.
In this work,PropGGM wasused for gridgenera t ion purpose.Det ail descript ion of thestruc t ure,funct ionalit ies, implement ati ons and demonstrati on of thisprogram is given by (Qiuet aI., 2003).A brief descript ionof the gridgenera tion processis
3.2.1 Grid Gen eration Approach
Thecomputational domainwas createdasoneblad e-to-blad epassagewithtwo periodic boundariesbyfollowing theinletflow angle.Oneperiodicbounda rycont ain s thosuctionsideofablad ewhiletheothcrconta insthepressur e sideof theadjacent blade.This strategyresultedinaspiral-likecomputationaldomain. Theadvant age ofthiskind ofcomput ational dom ainisthatthe cluste redgridcanbe easil y aligned withthetip vortexandtheflow acrosstheperiod icboundaries canbeminimized (Hsiao and Paul ey,1999).Thedomain isenclosedbytheinlet boundary upst ream, the outlet boun da rydownst ream,the innerboundarylocated onthe hubsur face and theouter boun daryintheradialdirection. Thedomainis shownin Figure 3-6.The gridgenera tionwasdonebythree ste ps:
•Step1: Generationofthe surfacegridonthe blad eand hubsurfaces.
•Step 2: Genera tion of a twa-dimensionalgridin the fluiddomainbetween
•Step3: Smoothingtheiniti althree-dimensionalgrid .
A briefdiscussion ofeachste p is givenbelow.
3.2.2 Grid Gen erat ion on B lade Surface
After the genera tionof blad e surfacecoordinates , the sur face gridswcredistributed on theblade surface. Thepanels genera t edfromtheorigina l data shrinks to apointat thelas tradialstation.Thistype of panels or gridsareknown asO-type grid andare notaccept able for a struct uredgrid bas edRANSsolvcr.Tosolvet hisissne,thedata pointsfrom the originaldatawerefirstincreased.II-typegrids werethengenera ted fro man O-typ e grids. Details of theH-typ e gridgenerationcan befound in Qiuet al.(2003).Differencebetween H-type grids andO-type gridsarcshown inFigur e3-7.
Figure 3-6:
Spira l like computa t iona l domain
Thedistribution of H-typ e grid
can be cont rolled
by cha ngingthenumber of grid pointsin the spanwise andchordwise
direction s as wellas
bythedistribution function s. Thedistributionfunctionsfor grid points concentratedat two ends
inthe spanw ise or chordwise direction are defined
bywhere
Qand (3 are the gird distribution
fact orandstretc hing
fact or ,respect ively.When
a
=0.5, thegrid will
clust er evenlyat both
thetipand root regions in the
spa nwise direct ion or
theleading andtrailing edges in the chordwise direct ion.
(a)a-type grid
(b)II-typ egr i d
Figurc 3-7:DifferencebetweenH-typ c alld O-typ c grid
The st retching factor , fl, should he greate r than one. The
larger the value,the less concentra tio n ofgrid points at the end edge will be achieved.
Inanot her words, the grid will be mor e uniform ly distribut ed. The intermedi ate vari abl es, ¢ and
t/J,medefined on the unit intervals,
E.and(.
In theprogr am.E. = B and ( = B , where
Ior J is the orde r of the point in the chord wise directi on orthe spanwise direct ion, Nor
Mis the total number of points in the chord wise direction or t.hc spa nwise direction . The locat ion ofag rid point on the surface can be contro lled by adjusti ng the single va lued funct ion
¢(E.)inthe chord wise direction or
t/J(() in the spanwise directi on. The contro lling funct ions for grid points concentrate d at one end in the spa nwise orchord wisedirecti on are defined by
Forhlade flow
simulat ion, clustered grids are requiredat the tip and root
regionsas well as the
lead ingand trailing edges ofa blade sur face.
Forthisreas on,the blade surface was subdivided into two regions in the spanwise direct ion.
Thefirst
regionwas
froms=0.0(root) to s
=0.90 where s
isthe non-d imensional arc
length.Thetwo-end grid concentration was applied in this region . The second region was from s
=0.90 to s
=1.0(t ip). where the one-end grid concentrat ion was set.
Inthe chord wise direct ion. the two regions were divided at s
=0.45.
Inthe region close to the lead ing edge, two-end grid concentra t ion was applied. In the other chord wise
region,the one end grid concent ra tio n
wasused .
3.2.3 Grid Gen eration on Boundaries
To generate the spira l
likebou nda ry, the domain wasdivided into
th reeregions as
shown
in theFigur e 3-8. The first region is above the tip from the leadi ng edge to
Fignre3-8:Gridgenera tion on boundaries
thetrailing edge,theregionfrom the inJetbonnd arytotheleading edgeisthe second region andthe regionfrom thetrailing edge to theoutle t bound ar yisRegion 3.
To generate the grids in RegionI,the following equations wereused (QiuetaI.,2003):
x(i,k)=x(i,I ( T I PNU M) r(i,k)=I'" p(i )
+
4>(1.0)I'la~,:_~~:(i)
Ii(i,k)=Ii(i,KTI PNUM ) y(i,k)=r(i,k) sin[li(i,k))
(3.14)
z(i, k)=r(i,k)cos[O(i, k)]
where,i=ILE,lT E ; k=l\TI P N U M
+
I,K M A X. In the eq ua t ions,ILE andIT E aretheindicesofgrid points on the leading edge and thetrailing edge, resp ectiv ely,l\TI P NUM isthenumber ofgrid point s onthe blade surface in the spa nwise directi on ,l\MAX isthetot alnumber ofgrid point s on thebound ary in the spa nwise direction ,<I>(k)isthe cont rolling functionin theradi aldirection , x(i,l\T I P NU M), O(i,KT IPNUM ) and rtip(i )are thex,0andr-coo rd inatesat thetip,respectively.To genera te thegrids intheRegion 2,thefollowingequationswere used:
(3.15)
y(i ,k)=r(i ,k )sin[O(i ,k )]
z(i,k)=r( i, k) cos[O(i, k)]
where,i=ILE-I,I,-I;k=I,l\M AX,<I>(i)isthe cont rolling functi oninthe helixlinedirection ,du:isthedist ancefromtheinletboundarytotheleading edgeon thetip,XLEisthe x-coord ina teof theinlet bound ary, Uooistheinflow velocity.u ,istheRPSof t he propeller,r'(k) istheradiusof the gridon theline n , x(I L E,k),O(ILE,k ) and r(ILE,k) are the x,
o
and r-coordin at es on theleadin g edge,respect h·ely.ForRegion3,thefollowing equat ions wereused :
x(i, k) =:r(I T E,k)
+ ~[XTE
-x(I T E, k)]ro(k' )=[xn; - x(I TE,
k)]2"~~k)1l
lI(i,k)=II(ITE,k)
+ ~~
y(i,k)=r(i,k)sin[lI(i ,k)]
z(i,k)=r(i,k)coslll(i,k))
(3.16)
where,i=IT E
+
1, 1MAX;k=1,K MAX,q,(i)is again the cont rolling fnncti on inthehelixlinedirect ion,dTEisthedist ancefrom thetrailing edge totheont let boundar y on theti p,.LTEis th e :r-coordin at e of outletbound ary,r'(k)istheradius ofthegridon theline{J,.L(I TE,k),II(ITE,k)andr(I TE,k)arc thex,1Iand r-coordinateson t hetrailing edge,resp ectively.3.2.4 Initi al Grid Gen eration
Afterthecomplet ion ofgridgenerat iononthe blade sur facesand periodicbouud ari es, a two-dimensionalgridwas createdoneachconstant radiussurface consideringthe blad e surfacegridandthefirst gridspaci ngs.Oneachconstant radius surface,a Bczicrcurve(Fauxand Pra t t,1979) was usedtodefineagrid linebetweentwo bound aries.ThisBeziercurve makes thegrid norm alto theblade surfacewhere the boundar ycond itionofzero norm alpressu re gradient is applied.
The gridpoints on theBezier curve were then distribut edbyusingthetwo-end cont rollingfunction.The two-d imensionalgridwas smoo thedby atwo-dimensional ellipt icsmoo t hingrout ineand by stac kingthcsesmoothed grids,theinitial3-Dgrid was genera te d.
3.2.5 Elliptic Smoothing Technique
The gridgenera tedbylinearinterpolationisnotsmooth.Anelliptic smoot hing routinewasused tosmooththe gird.Thisrout ine solvesa setofcoupledPoisson elliptic partialdifferential equationsandgeneratessmoothgrid.The equationsare givenbelow:
~xx
+
~YY +~"=P(~,7/, ()71xx
+
'1UY+
'I"=Q(~,ll,()These equations can betransformedintogeneralizedcoordinatesby
~=~(x,y, z) '1='1(x,y,z) (=((:r,y, z) TheJacobianof the tran sformationis computed by
where~x=~,
.7:,
=~,etc.(3.17)
(3.18)
(3.19)
[ ~x]
~y~,=
J=
J[1'1 1'31 1'21 1]
[
'I X ] [V (Z(- V (Z(] [1' 1 2]
Tly =J:r(z( - :r(z( =J
1'22
'J, X(Y(- :r(v(
1' 32
[
(x] [1'13]
(y = J =J
1'23
(, 1'33
(3.20 )
UsingtheJacobia n of the trans formationabove,Equation3.17can betransformed
i=1,2,3;j=1,2,3
Where,
P,Q
andR
are theforcingfunctionsandarc usedtocontrolthe grid distri bu tion.Theyaredefinedas(3.22)
whereaisa positi ve eonsta nt whichdet ermin esthedecayrate of the grid clust erin g andp , q and risd et erminedbyrewritin gEqua tion3.21at theboundary,i.e;at r/ =O
pl',+ ql',,+rl'<
=h[ ill]
h= ii,=-J
2 [alll'" +
"221'""+
a3:'I'«+
2(a 121'" ,+
"131'«+
"231'"dJ h3(3.23)
(3.24)
Thepartialderivati vesofI'withresp ectto ~,r/and(at theboundar y,i.e; atr/= O, aredet erminedbythefollowingthreerelations
r{·r,/ =O
(3.25)
1'<'1',, =0
wheresisthefirst gridspacingattheboundary. Thedesiredspac ingand orthogonality arespec ifiedhere.Expandin g theequat iongives
(3.26)
I ' """+~,,,+ ,,.= o
I Cmm"',m ,."" " Hoow"" H"ooH,O",, 'm,.,,,d,.,
I"=
-Z;~~:y~ :,::yd
=-~;~~2
y"=
-~(.~;~;'--;;~;))
=-~;~;
SlIbst itllt ing.T"andy"intot hescco ndequation inEquat ion 3.26givcs (3.27)
(3.28)
(3.29) .9/' 32
Z"=
\h~2 + /'i2 + /,g2
8/'12
.r,=
\h~2 + /'i2 + /, g2
.9/'22
u .
='h~2 + /'i2 + /,g2
Equat ion3.29 givesthelirstderivati ve1'".The second derivati ves1'"., can bederived fromtheTaylor series:
where jistheindexinthe rydirecti on.
A multipleblock,smoothing routin e wasused to smooththe initialgrids
I JlL"'"
on the schemedescribedabove,Asmoothgridcanbe obta ined inafewiterations by3.3 Computational Domain for Un st eady Simulation
In
the previous sections, a computat
iona l dom ainfor steadysimu
lationcontainin gonly
asingle blade was
discussed.Forthe ste ady(uniform)
flow condit ionitisassumed
thatthepressur evaria tions overall t
heblad es arc thesame and there
arcnosignificant
flowinterruptions amo ng theblades. Thistyp e of dom ain iscomputat
ionallyefficient since
itrequ
ires less memory and comput ingtime.
Butfor unst eady Inon- un iform)infiow condit ions,theflowis threedimensional andrequires consideratio n of all of
theblad es toaccurat cly investigat ethe unsteadyna t ureof prop ellerbladeloading.Anattempt was then takento const ruct a dom ain
whichwouldconta in all
theblad esofa
propellerand t he hub.Thedomainwas created intwodifferent ways.Firstly,by modifyingProl' G GMforeach individu alblad eto generatesepara tespiral like
domainand combining them together to get the full
propeller. Secondly,byusing the meshtransfor mati on feature ofANSYS CFX (CFX manual,
2005).The second option wasfound much easier,
fast er and more convenient. Theprocedur eisdescribed inthe following section.3.3.1 Mesh Tran sfo rm at ion
TheProl' GGM
genera tes one
blad e-t o-blade spirallikedomainwhich is sullicient
for uniformflow analysis.For non-uniforminflow condit ions,allthebladesmust be considered. This was easilydone
by themesh tra nsfor ma tioneditor of ANSYS
CFX.
Theotherblades andthe full hub were
regenera t edby copyingandrot atingthe
spira l like
domain .Finally, allthe domains wereglued togeth er
to crea teaco
nti nuous mesh containedin a single assembly from t
hemultiple copies.Asingledomainwas thus create dforthe ent ireassembly wit hout the
need of ereat ingdomainor periodic
Figurc 3-9: Comput at ionaldomainforunsteadysimulntion interfacesbetween eachcopy. Figure 3-9shows thecomputat ionaldomain.
Chapter 4
Computational Method
This cha pte r describ esthenumericalmeth odusedtosolvethe problem . governing equationsforfluid flowarc out lined first.Thediscreti sati onmeth od of the govern ingequa t ionsand the solut ionsstra tegyof thedcscretiscd equa tio nsare thcnexplained.Acomprehensivesummaryofallturbu lencemodelsisalsopresented.
4.1 Governing Equat io ns
Acommercialviscousflow code, ANSYS-CFX (V I l. OandVI3.0) wasusedfor the computa t ion.The setof equati ons solved byANSYS CF X arctheunst ead y Navier-Sto kesequat ions. Theunst ead y,three-dim ensional cont inuityequationfor compressiblefluid is
'f!f+'\l'(PU)=0 (4. 1)
For incom press ible fluid(e.g. wat er ) the density Pis consta ntandtheequat ion
'\l· (U ) =o (4.2)
TheMomentumconservationcallbepresented as:
0fjf
+ 'V.
(pU0U)=-'VI'+
'V.{pv ['VU+
('VujT-~<5'V
·Un +S", (4.3) wherc<5is t he Kroneckcr dclta funct ion,S.\I
is t he momcnt umsource, 0is t hc te nsor produ ct oftwovect ors,U0Visdefined as.l
UxVx
u,
Vyu. V ']
U0V=UyVx UyVy UyV, U,Vx U,Vy U,l',
Additionalsourcesof momentumarerequiredforflowsinarotatingfram e of rcfcren ce toaccountfor thc effects of Coriolis forceand thc ccntrifugalforceoIfthcfra mcrot atcs ata const a nt angularvelocityw,the sourcetermCHnbe expressedas:
S"'.,ol=-2pwxU-pw x(w x
r)
(4.4) wherethefirsttermrepresentstheCoriolisforc eaudt hesccondterm ist he
centrif ugalforce,
l'isthelocation vector
and Uistherelativeframevelocity,i.e.,therota t ing fra me
velocityfora rotatin gframeof reference.Thefina lform of themomentum equat ion becomes:0fjf+'V'( PU0U)=-'Vp+ 'V.{pv['VU+('VujT
-~<5'V.Un -2pw XU-f", x (w xr)
(4.5) Thetot al energyequa t ioncan he expressedas:D(p;~t"')
_~ + 'V.
(pUiltod='V.
('\'VT)+ 'V.
(U·r )+
U·S",+
SE (4.6)whereh
totis the total enthalpy. The term
\7, (U' T)repr esent s the viscous work duetothe,·iscous str esses andthetermU·
S.1/repre sent stheworkdue to
exte rna lmomentum sources,
findSEis the energy
source.The remainin gunknown thermodyna mics
varia bles(p, P,iand
T)are Iinkedtogeth er through the assumpt ion
of hydrod ynami cequilibrium
andareexpressed by onlytwo sta te vari ables. This express ion is known as the equation of
state.For an incompr essiblefluid,where th edensityis const ant ,thereisnoneedfor th e st at e
eq ua t ion.The flowfield can
often be solved by conside ringonly themHSS conse
rva ti on and momentum equa t ions.The energy equati on only needs to be solved
alongside theot hers ifthe probleminvolves any hea t transfer (Versteegand Malnlasckere , 1995).
For turbulent flows like propeller tip
vorte xflows,the Navier-Stok es (N-S)
equat ions haveto be modified to produce the
Reynolds AveragedNavier-Stok es (HA NS)
equations by employingaveraged and fluct uati ng qua nt it ies. The result ing equations
~ + \7' (PU) =O
(4.7)0jJf- +
\7.(pU<81U)=\7
.T-pu<81u+
5,11 (4.8)whereT
is the molecular st ress tensor and
pu<81uare theReynold s st resses. These
stresses are mod elledby introducing turbulence model to enclose the governing
equati ons. Det ails ofthe turbulence mod els are described in Secti on4.4.
4.2 Di scr etisation of Governing Equations
Sofarwehave seen thattheflowphenomenaarcgovernedbypar tialdifferential equat ions. Analytical solutionslothese equationsarconly available for thesimplest offlows ,under idealconditions.Tosolve realflowproblems, anumericalapproach mustbe adoptedwherebythe eq uationsarereplaced by algebraicapproximations and theprocessisknown asnumericaldiscretisation.Thissectiondescrib es this descretisati onmeth odusedfor the simulation(VcrsteegandMalalasckcra ,1995).
Thereare significantcommonalit ies bet weenthe variousgoverning equa tionsandcan be writte nin thefollowinggeneral form:
(4.9)
where ¢isthe variableof int erest ,
r
isthediffusioncoefficient. TheEquation4.9 isknownastransportequat ionsinceitdescribesvarioustranspor tprocesses of dependentvariables.This equat ionrepresentsdifferentasp ect softhefluid mot ion.The convectionterm representsthefluxof¢convect edbythe mas sflow ra te pu,thediffusiontermrepr csentstherandom ltlotionofparticles andthc source termrepresent sthe generationanddestruc tionof¢.Thenon-linearnatureofthe convect ivetermmakesit difficult to solvethe equationsdirectly,that is, as a setof simultaneousequations.An itorative solutionrncthodis theonlyway to solvethese equa t ions. The governing equationsarcdiscretised ,thatis, approximat elylincarised to obtainthe algebraic equations andare solvedat discretepointsthroughou t the
Avaricty oft echniques,includingandnot limitedtofi nitediff erenceandfi nite volullle mcthods ,are availabletopcrformthisnumericaldiscretisati oIlbut afiniteVOIUIIlC approachis adopted here.Abriefdescription ofthemethod is given below
4.2 .1 Finite Volume Met hod
The finite volnme meth od is probabl
ythe most popu
lardescret
izati onmethod used in
CF D. Thismeth od draws on ideas from both finite element lind the finite differencediscreti sa ti ontech niqu cs.
In this approach the comp utat ionaldomain is discret ized int o finite cont rol volum es.
also knownlIScells. The govern ingequat ions are integr atccl overeachcontro lvolume whichutilises the conser vatio n principl es directl y. The integr al form ofEqu lltion4 .90\·er acontro
lvolum e givcsThe
Equati on 4.10
repres ent sthe flux balan ce in a
cont rolvolum e where the left hand side represent s thc rat
eol
cha ngoofe
andnetconvective fluxand righthand sidegives thethe net diffusive flux lind the generat ion or
destructionof the
property¢.Thesefluxes are evaluated by va rious numeri cal schemes
which
arcdiscussedinthe following sections.
Thema in adva ntage
of the
fini tevohnne
method
istha t thespa tial discretisat.ion is ca rriedout directly
inthe
physical space. Thus ,the re arc
noprobl emswithany transformation betw een
coordinatesyste ms ,likeinthe case of the finite difference meth od . Compared to the finite differen ce
method ,anot he r advantage of thefinite
volume meth odistha tit is flexible toimpl
em ent onboth struc t uredand unst ruct ured grids. This makesfinite volum e meth od suita ble for thetreat ment of flows incomplex
geome tr ies.4.2.2 Discr eti sat ion of the Domain
Older CF D
codesused a staggered mesh approac h where the
scala rvari abl es wer e
calcu latedat t hecellcent resandt he vecto r \'aria blcs,i.e.t he velocit ies,
at thecellfaces. But recent codes
,suchlISCFX,usc a co-loca t ed
(no n-staggered)grid layoutwhere the vallies ofallvariablesarc calculated at
the centreof each control volume.
This approachisbetter
than the
previous onesince it
requires onlyonemeshto get the values of all
the variables. Ina complicated geomet ry, where curvilinear
(no n-rec ta ngular)meshesarc lIscd,applica tioIlo fco- locatc dgrid is easier because of
its simplicity.However,thismethodleads to adecouplingof thevelocity and pressur e
fields givinga 'checkerboard'effect.
Thisis overcome byRhie-Chow (RhieandChow,
1982)interpolationalgorithm, which is
furthermodified bylvl ajumdar (CFXmanual,2005) to remove thedependence
of thes teady-sta tesolutionon thetimest ep size.4.2.3 Adve ctio n Terms
Advec tionterms can beapproxima t ed wit hdifferentadvectionschemes
available
inCFX.
Allthe schemes
have someadvantages and disadvantages.Forexample, the
firstorderaecurate upwind
differencingsc hemegivesthemostrobust per formanceof the solver butitsuffers fromnumericaldiffusion.Onthe oth erhand,the second orderaccurate schemeis free fromthediffusion problembut sometimes it givesnon-physical
results.A blend ofthesetwo schemescan be
achieved by the use of thehighresolutionscheme, which was
implementedinthis simulation. Ablend factor((3)
is sent ina range of0.0forfullyfirstorder to
1.0forfullysecondorderschemes.
Theblendfactor
valuesvary t hrollghoutthe domain based on the
localsolution field.
Ifthe variablegrad ients is
lowin a
flow region,theblend factorwill be
closeto1.0,but willbe closerto0.0 wherethe gradientschange sha rply. In other words, the scheme
is fullysecond order as
long asthere arcnodiscontinuitiesin theflow.Itdropstofirst
order tokeep thesolution
bounded.Acentraldifferenceadvection scheme
is alsoavailable toCF X
butitis
reserved forlarge eddysimulation tur bulence
modelonly. The thirdorder accurate
QUICKscheme is also available
inCFX
but notlistedin the main optiollsandpcrha psthis isllo trecommcudcd forgcneral use.4.2.4 Diffu sion Terms
The reasonable way to discretise diffusion term s is to
employa cent raldifference
scheme beca nse oft he physical nature oftheviscousf1nx. Tlms,theirdiscretisati on on
st ruct uredgrids is stra ight forward. On unstru ctur ed trian gular
ortetrahedralgrids,the visconsfluxes ar ebest appr oximat edby followingthe st and ardfinite element
approac h.CF Xalso uses t hisapproac h
by employingsha pe functi ons to evalua te thederivati ves for
all thediffusion terms.
4.2.5 Tran sien t terms
The tra nsient term of Equati on (4.10)
can be splitinto terms asfollows:
(4.11)
The
time
derivativesof
Equ at ion(4.11)canbe approximatedbyeit her
thefirst order
BackwardEulerschemeorbyIIsecond order
BackwardEulerscheme.The firstorder scheme isrobust, fully
imp licit,bounded vconscrva tivein time,find docsnotcreatc ntuuestc p
Iimitat ion.I3utsinccitis onlyfirstordcracc uratc,itsuffcrsfrolIl llumcrical diffusion intime, similar to the numerical diffusion
experiencedwiththe Upwind
DiffcrenccScheme for discretising the advection term.
Onthe other
hand,the second
orderscheme isalso robust ,
implicit,conservat ive intime,
and docsnot create a
timeste plimitation,but it is
not boundedand mayhence create
sorne nonph ysical overshootsorundershootsinthe solution.However,allthesimulations weredone with this Second Order Backward Euler
scheme,4.3 So lution Strate gy of th e Discr etised Equations
There is no equati on (t ra nspo rt
orother) forpressur e and
thisaspect istherefore
treat ed differently.
Aconstra intis set on the solut ionofthe flowfield in
that whentheco lTect press ure issu bst it ute d inthemo mcnt umequat ions, t he res ult ingvelocity field sa tis fies mas s cont inuity. ANSYS CFX uses segrega t edsolverswh ichsolve themomentumequations usingaguessed pressureandobtainapressure correction relation.This'gu ess-a nd-c olTect' appro achofthelin ear solverrequires alar genumber ofiteratio ns,Acoupled solver solvesthehyd rod ynami c equa t ions(foru,v,lU,p)as asinglesyste mwit h afully implicitdiscreti sa tionmeth od.Thisredu ces the number ofit er ati on s to achievethe convergc llcccriter ia. Thediscret e syste mof Iineari sed equatio ns arc solved by allIncompleteLower Upper ([LU) factorisa tiontechnique accelerat edby algebra ic Multigrid (1IG) method (Ra w,laaG).
4.4 Turbulence Mod eling
Turbulencemodellin gis anot her importan tissue to consideresp eciallywhen the simulat iondeals withthefluctua tin gflowslikeprop ellerflows.Ascrew propeller induceshighlyrot a tingflow andenta ilsa tip vortex , wh ichcausestur b ulence inthe tip vort exregion .A viabl etool thenrequiredtorepr esent this turb ulence effect.
Therandomna ture of a turbulcn tft ow canbc cxpl aillcdbyintrodllCillgaver agedand Huctu a tin g compo nents.Forcxa mple ,a vclocity u(t) canbcdivid cdinto HIlHvcrage compone ntU and a fluctu a tin g com po nentu'(t)
u(t) =U+l/(t) (4.12)
Thus,it requiresmodification ofthe original unsteady Navier-Stokes equation s, conside ringtheaverage d and fluctua t ingquuntiti cs toproduce theReyn oldsAvera ged Na vier-St okes(RANS)eq uat ions. These equat ions areobtain edbyusin g the statisticalaveraging procedure. This averaging procedureintroducesaddition al st ress es intheflu id known as'Reynolds stresses'and needtobemod elledinorde rto Turbulencemodel sprovide the mod elfor the compu ta t ionof the
Reynold, st resses. There arc severalturbulence mod els available to CF X which can be categorized int otwo classes,eddy viscosit ymodels andReynolds st ress model s.
They are discussedbelow.
4.4.1 Eddy Visco sity Turbulen ce Models
These turbulence models arebased onthe hypothesisthatthe Reyn olds stresses arc prop or t ion alto meanvelocitygra dientsand Edd y (turbulent) viscosit y can berelat ed bythe gradientdiffusion hyp oth esis.
-p"i1®U=Pll,[V'U
+
(V'uf]-~<5p(k +
/l'V"U) (4.13) where,<5istheKronecker'sdeltil lindIl,is theed dyviscosity ortur bulentviscosity, which hastobemod eled.Atthesame timethe eddy diffusivity,r,
also hastobe modeledwhichis computed basedon the assumption that theReyn old,fluxesofa scalar arelinearly relatcdto thcmcallscalarg rndient.- Pl/¢=
r,V'</> (4.14)The eddyviscositymodels arc dist inguishedby themannertheyprescrib e eddy viscosityandeddy diffusivity.Thevariouseddy viscosit ymod els are describ edbelow.
ZeroEqua t ionModel
In this mod el theeddy viscosityis comp utedfromthemea n velocityanda geomet ric length seale using anempirica lformulaas follows:
Il , =
p!,.
U,I, (4.15)where,!,.baproportioua lityeo nstantll nd l, i, th e length , cale prop osed hyP ran d tl andKolmogorov.Sincen otransport cquat ion isinvol\"ed,thisll1 odcl namcd as'zcroI
equation model. The advantage
of thismodelisits simplicity to implement and
cheaI'in terms of
comput ing time.Butsince it isbased on
empiricalformuliL"themod el
Tw
o Equation Turb u len ce Models
These mod els
solvetwo separa te tran spor t equati ons , one for turbul
entvelocit y scaleandanot her forturbnlent length scale. The product
ofvelocityand lengthscale arc then nsed to model turbulent viscositY,II " The turbulent
veloc ityscale is computed fromthe turbulent kineti c energy,
k,which is provided from the
solut ion of itstran spor t equation . And the the turbulent length scale is est ima ted from the turbu lent kineti c energy, k, and its dissipati on rate,<'
This model predicts the
tur bulenceviscosity from following rela t ion:
(4.16)
where C"isa constant. The values of e
and<are solvodfromthe followingdifferential trnnsport
eq uat ions:a~t) + \1.
(pU k)=\1. [(II + ~
)\1k]+
Pk -P< (4.17)where the consta nt
coefficientsc,=0.09,
Cd=1.44,
C,2=1.92,
Ok=1.0
and 0,=1.3.
Pkis the
tur bulence produ cti ondne to viscous and buoyan cy forces, which
Duetothe excellent performan cein manypracticalflows,thismod elis well establishedand widely validate d.However ,poorperform ances arc reportedin a varietyofimpo rta ntca.scslike confined flow»,flowwith larg eextrast ra ins,and in rota ti ng flows.
Thismodel shares the sametransportequatio nsasthosefor st andardk-Ecquation.
The onlydifferenceis the mod elconsta nts . The consta ntCi ,isreplaced by thestrain depend ent correct ionterm functi onC,IRNCwhere,
C<111NC =1.42-1"
whore,
Thedet ailsof theoth er constantscan befound inCFX manual(2005).
(4.20)
Thismodel,develop edbyWilcox (1986),assumes that thetur bulenceviscosity is linkedtothetur bulence kinetic energy,k, andturbulent freq uency,w ,viathe relat iou'
11'=p~
The tra nspo rtequa t ions for kan dware:
(4.21)
D~tk) +
V'.(pUk)=V'.[(II+ ~)V'kl +
Pk -rJ'pkw (4.22)Dr:::) +
V'.(pUw)=V'.[(II+
;;:)V'wj+ O:IPk -
(3pu? (4.23) with0:=5/9,(3=0.075,(3'=0.09,ak=2 andaw=2, andPkis calculate dasin theit docs not requir e any non -lin ear dampin g fu nct ions.
Thenear wall perf or m an ce of
this modelis also very att rac ti ve.
4.TheBas elin e(BS L)I.-wModel
This is a blended form of
WilcoxI.-wmode land modified
I.-emod el to eliminat ethe extreme sensitivity to freest ream conditions of the
Wilcox model. The1.-,model is tran sformed toa
k-wformulation and multip liedby
ablend
ingfunction
1-F,. The
Wilcox mod elis multipli
edby the function
F,where F
Iis equal to
one nearthe sur face and
switc hesover to zero insid ethe bound ar y layer.
corr esp ondin g
I.andwequati on s are then added to get theI3SL mod el.
5.TheShearStre ssTran sp o r t (SST)Model
This model
can becalled as a improved
version of I3SLmodel.
comb ines t
headvantages of the I.
- wandthe1.- ,model,
butit failsto predict
flow separationaccurately,
The reasonswere revealed
byMen ter (1994)and the
mainreasonisthat both models do
not accountfor the transport ofthe t ur bulent
shea rst ress which resultsin
an over predi cti onof the ed dy-v iseosity, Xlent er then introdu ces limiters wher ethe ed dy viscosity is limited to
giveimproved perf orm an cein flows with
adverse pressur e gra d ientsandwake region s.The turbulent kineti c energy product ion is limit ed toprevent the build-up
of tur bulenceinstagna t ion reg ions. Thelimitercan be express ed
as:(4, 24)
whe re
F2isa
blend ingfunction similarto F
Iinl3SL model,"Iis a
const a ntand s=~,K-epsilonOne EquationModel
This simpl e one equ ati onmod el,d
evclop c,lbyj\lent er (1994),i sderh 'eddirectl yfrom
thek-<model and is therefore
namedthe(k-<)IEmod el. The mod el
containsadestru ction t erm ,which accollnt sfor th e stru ctur e ofturbulence. The ed dy viscosit y
is comput edfrom:1'.
=pv;
(4.25)where, v;
is the turbulentkinemat ic eddy
viscosity. Thismod el includ es dampin g functi onsto ca tc h the low
Reynolds effect.4.4 .2 Reynolds Str ess Turbulen ce (R SM) Models These
modelsdo notlise theeddy viscosit y hypot
hesis,hutsolvealltransport eq uat ions
forallcomponents of the
Reynolds stress tensorand the dissipa tion rate.
The transport
equa t ion for
theReynoldsstresses is:iJPI~~
11+
V'. (pU0li0U) = (P+ q, +
V'.((/l+ ~c'P~
)V'li0U) -~6p<)
(4.26)wherc o is the pressure-strai
ncorrelat ion andPis the prod uct ion termvgiven by:
P =-p(li0U(V'u f
+
(V'U)li0U) (4.2i)The pressur e stra in interaction is most impor t an t, hut most difficul t to mod el
accura te ly.This intera ct ion
reducesanisot ropyof turbulent ed diesand thereforeit requires addit iona lcorrect ions.
The exact produ ction term and
thest ressanisot ropies theoreti callymake Reynolds
Stress mod els more suite d
to complex flows.But it requires large comput ing
time and in practic eit poorlypredict s some flows (forexa mple,axisasymmet ric jets,nnconfincd re-circulat ing flows)ducto th cid cnt icalproblemswith the e equat ion.
There arethree typ es of sta nda rd Reyn olds stressmod els available. Theseare known asLRR-IP,LRR-QIand SSG .Eachmod elhasdifferentmodel consta nts .Inthe LRR-IPandLRR-QImod els,dcvelop cdbyLannd er et al. (19i5),t hc pressurc-stra in correlat ion islinear.II'standsforlsot ropizationof Produ cti on,and QIsta nds for Quasi-Isotr opi c.On thc oth crhand,SSG mod el,dewl opcdbySpeziale (199 1),uses a quad ra t ic relati onfortheprcssu re-str uin correlat ion.
There are ot hertwo typ es ofReynolds stress mod els available,theOmegaReynolds Stress and Baseline (I3SL) Reynolds St ress mod els.Thesemod elsarcbased011w equationand areusedforamor eaccurate nearwall treatment.Thetwomodels relateto cachothcrin thc samcway asthctwo equation k- wandI3SLmodelsdo.