Title of article :
Hydraulicresistanceoffluidsflowinginchannelsatsupercriticalpressures(survey)OriginalResearchArticle
Author/Authors :
IgorL.Pioro، نويسنده , , RomneyB.Duffey، نويسنده , , TylerJ.Dumouchel، نويسنده ,
Issue Information :
روزنامه با شماره پیاپی سال 2004
Pages :
11
From page :
187
To page :
197
Abstract :
Thisliteraturesurveyisdevotedtohydraulicresistanceofwaterandcarbondioxideflowsatsupercriticalpressures.Theobjectivesaretoassesspreviousstudiesthatweredoneintheareaofhydraulicresistanceoffluidsatsupercriticalpressuresflowinginchannelsofvariousgeometriesandtounderstandthespecificsofpressuredropattheseconditions.Theliteraturesearchshowedthatthemajorityofexperimentaldatawereobtainedinverticaltubes,somedatawereobtainedinhorizontaltubesandjustafewoftheminotherflowgeometriesincludingbundles.Ingeneral,hydraulicresistancedataarelimitedcomparedtotheheattransferdataatsupercriticalpressures.Differencesinpressuredropbetweensupercriticalandsubcriticalforcedconvectionseemtoberelatedtosignificantvariationsinthermophysicalpropertiesnearthecriticalandpseudocriticalpoints.Duetothesevariations,satisfactoryanalyticalandnumericalmethodshavenotyetbeendevelopedespeciallyinturbulentflowsandathighheatfluxes.Ingeneral,thepressuredropinsupercriticalfluidflowconsistsoffourcomponents:pressuredropduetofrictionalresistance,duetolocalflowobstruction,duetoaccelerationofflowandduetogravity.Thetotalpressuredropatsupercriticalpressurescanbeestimatedusinggeneralcorrelationsforpressuredropatsubcriticalpressureswithcorrectionfactorsfortheeffectofsignificantthermophysicalpropertiesvariationsandhighheatfluxes.Onlyonepaperwasdevotedtopressuredropintightshortbundlescooledwithwateratsupercriticalpressures.Therefore,moreexperimentalworkisneededtoestimatethetotalpressuredropinvariousbundledesignswiththeobjectiveofprovidingreliableinformationfordesigningsupercriticalwaternuclearreactors.
Journal title :
Nuclear Engineering and Design Eslah
Serial Year :
2004
Journal title :
Nuclear Engineering and Design Eslah
Record number :
894761
Link To Document :
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