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1、FullyDevelopedTurbulentSmoothandRoughChannelandPipeFlowsDerTechnischenFakult•atderUniversit•atErlangen-Nurn•bergzurErlangungdesGradesDOKTOR-INGENIEURvorgelegtvonOsamaAbdelsattarBayoumySalehErlangen2005AlsDissertationgenehmigtvonderTechnischenFakult•atderUniversit•atErlangen-Nurn•berg
2、TagderEinreichung:20.06-2005TagderPromotion:26.08-2005Dekan:Prof.Dr.-Ing.A.WinnackerBerichterstatter:Prof.Dr.Dr.h.c.F.DurstProf.Dr.Ch.EgbersTomymother,mywife,mychildren,thememoryofmyfather,andtomyProfessorsABSTRACTInthisthesis,fullydeveloped,turbulentchannel
owswithsmoothwalls,withon
3、eroughandonesmoothwallandwithtworoughwalls,werestudied,providingsomeusefulandextendedinformationaboutthesekindsof
ows.Fullydeveloped,turbulentplanesmoothchannel
owswerestudiedtheo-reticallyandexperimentally.AReynoldsnumberrangeupto1.1105wascovered.ThevalueofthevonKarmanconstant,,
4、wasfoundtobe1=eforthiskindof
ow,conrmingtherecentndingsofZanounandDurst[2003].Similarityconditionsbetweenchannel
owswithsmoothsurfaces,whichpossessdierentdimensions,wereinvestigatedtheoretically.Experimentswerecarriedouttocheckthetheoreticalndingsandverygoodagreementwasobtained.A
5、notherobjectiveofthepresentworkconcernedfullydeveloped,turbu-lentplanechannel
owswithoneroughandonesmoothwall.Thiskindof
owshowsinterestingpropertiesthathavenotbeenstudiedsystematically,inspiteoftheavailabilityofsuitableexperimentalandnumericalmeans.Themaximumvelocitylieso-centre,cl
6、osertothesmoothwall,anditslocationisnotidenticaltothatofzeroshearstressofthe
ow.Furthermore,themeanvelocitydistributionclosetotheroughwallcanonlybeplottedinwallcoordinatesifthewalllocationforzeroshearstresscouldbedened.Methodstodothisaregivenutilisingatwo-componentLDAsystemthatwasem
7、ployedtomeasurethemeanvelocityprolesandtheReynoldsstressprolesforexactdeterminationofthecorrespondingpositionofthezeroshearstress.Usingtheavailabletheoreticalandexperimentalfacilities,theeectiveheightofthechannelwasdeterminedaswellasthereferencepoint,whichisthemiddleofthechannel,f
8、orthevelocit