已阅读5页,还剩15页未读, 继续免费阅读
版权说明:本文档由用户提供并上传,收益归属内容提供方,若内容存在侵权,请进行举报或认领
文档简介
EXPERIMENTALANDNUMERICALANALYSISOFLADLETEEMINGPROCESSGastnM.MazzaferroA,1,MarceloPivaB,2,SergioP.FerroA,3,PabloBissioB,4,MarinaIglesiasB,AdrianaCalvoB,5,MarcelaB.GoldschmitA,6.ACenterforIndustrialResearch,FUDETEC.Dr.Simini250,2804Campana,ARGENTINA.BPorousMediaGroup,EngineeringSchool,UniversidaddeBuenosAires,PaseoColn850,1063,BuenosAires,ARGENTINA.1E-mail:2E-mail:mpivafi.uba.ar3E-mail:4E-mail:.ar5E-mail:acalvofi.uba.ar6E-mail:ABSTRACTInthecontinuouscasting,themoltensteelispouredfromtheladletothetundishthroughanozzlelocatedatthebottomoftheladle.Thisprocess,however,mustbestoppedbeforetheladleiscompletelyemptiedtoavoidslagcarryovertothetundish.Theamountofsteelthatremainsunteemedintheladleisusuallysignificantsosteelplantsarehighlyinterestedinstudyingdifferentwaystoimprovetheprocess.Inthepresentwork,experimentalstudiesonwatermodelsandnumericalsimulationsareusedtoanalyzetheconditionsneededforvortexformationandtheinfluenceofgeometricalandflowparametersintheamountofwastedsteel.Bothexperimentalandnumericalresultsleadtotheconclusionthatnovortexformationisexpectedtotakeplaceduringladledrainageunderindustrialconditions.1.INTRODUCTIONDuringthecontinuouscastingprocess,moltensteelispouredfromladletotundishthroughanozzlelocatedinaneccentricpositionofladlefloor.Aladleisavesselofgenerallycylindricalshapewithadiameterof2-3metersandaheightofapproximately3meters.Itcontainsbetween100and200tonsofliquidsteelwhicharedrainedthrougha5/10cmdiameternozzle.Moltensteelinladleiscoveredbyaslaglayer(whichthicknessvariesbetween5and20cm)whichpreventsitsoxidationbyaircontact.Asthedrainingprocessprogresses,theinterfacethatseparatesthesteelfromtheslag,eventuallydeflectstowardsthedrainagenozzleandadoptstheformofa“funnel”.Funnelformationleadstoslagcarryoverfromladletotundish.Thedrainageisstoppedwhenfirsttracesofslagaredetectedinthenozzle,leavingasignificantamountofsteel(upto3tons)unteemedintheladle.Funnelformationeffecthasbeenanalyzedbyseveralstudies1-7,generallybasedonexperimentsperformedonphysicalmodelswherewaterisusedinsteadofsteel.Intheseexperimentswaterdrainagefromcylindricalorsquareshapedvesselswithflathorizontalfloorsisstudiedfordifferentnozzlediameters(0.54cmto8cm)andeccentricities(upto0.7).Thesubjacentfluiddynamicsofthephenomenonhasalsobeenanalyzedbyseveralauthors8-14.Accordingtobibliography1-8twodifferentmechanismscanleadtothedeflectionofthesteelsurface:vortexsinkordrainsink.Vortexsinkischaracterizedbyhightangentialvelocitiesintheneighborhoodofthenozzle(seeleftschemeonFigures1and2)andcanbedevelopedevenwithahighcolumnofsteelintheladle.Vortexformationcantakeplaceinvesselswherethefluidhasimportantinitialtangentialvelocitiesespeciallyifthedischargenozzleiscentered.Theamountofliquidinladlewhenvortexsinkreachesthenozzledependsoninitialrotationalvelocityandonnozzleeccentricity.Ontheotherhand,thedrainsinkischaracterizedbyradialflow(rightschemeonFigures1and2)anddevelopsinthelaststageoftheteemingprocess,whenlessliquidsteelisleftintheladle.Drainsinkisalwayspresentattheendoftheprocessanddoesnotdependonthepreviousformationofavortexsink.Theheightoftheliquidcolumnleftunteemedinladlewhendrainsinkirruptsinthenozzle,isapproximatelyequaltothediameterofthenozzle.Drainsinkirruptioninthenozzle,unlikevortexsinkirruption,leadstosignificantproportionofslagcarryover1,4,6.Takingintoaccounttheseconsiderationsfoundinliterature,itseemsthatduetonozzleeccentricityandtheabsenceofpreferredrotationsense,vortexsinkisnotexpectedtotakeplaceundergeneralplantconditions.Theamountofsteelusuallydowngradedinplantsduetoslagcarryoverisconsistentwiththishypothesis.InthisworkwefirstpresentwatermodelexperimentsSection2carriedouttoconfirmthelastassumptionbyestimatingtheprobabilityofvortexformationinactualcastingpractice.InSection3wepresentnumericalsimulationsofindustrialladledrainageprocess,withfocusondrainsinkformationandpossibleinfluenceofladlefloorgeometry.AnanalysisofexperimentalandnumericalresultsispresentedinSection4andconclusionsarepresentedinSection5.2.WATERMODELEXPERIMENTSWatermodelexperimentswerecarriedoutbythePorousMediaGroup,attheEngineeringSchoolofBuenosAiresUniversity.TheexperimentalsetupusedtoanalyzetheflowofwaterduringthedrainingprocessispresentedinFigure3.AcylindricalcontainerofdiameterD=20cmispartiallyfilledwithwateruptoaconstantheightH0,throughtwotangentialpipeslocatedatoppositesidesofthecontainerbottomandat1cmofthewall.Thiswayoffillingprovidesthefluidthetangentialvelocitynecessarytoinducevortexformation.Waterisdrainedthroughanozzleofdiameterdn=0.5cmandlengthhn=10cmlocatedatthebottomofthevesselandatadistancerfromitscenter.Oncethefillingprocesshasconcludedthevelocityfielddecayswithtimeuntilthefluidremainsatrest.So,wecanselecttheinitialvelocityfieldbythewaitingtime,ti,betweentheendofthefillingandthebeginningofthedrainage.AssumingthattheflowfieldisessentiallytangentialandaxisymmetricwecharacterizetheinitialflowconditionthroughV,definedasthemaximuminitialtangentialvelocitymeasuredatthefreesurface.Oncethenozzleisopenthemassofwaterleavingtheladle,m,iscollectedinasecondvesselwhereitsweightismonitoredasafunctionoftimewithaprecisionbalance.Inthiswaytheflowrateatthenozzleoutput,Q=dm/dt,canbeobtained.ThecriticalheightHc,definedasthelevelofwaterintheladlewhenairirruptioninthenozzletakesplace,wasanalyzedasfunctionofthenozzleeccentricity=2r/D,andinitialtangentialvelocity,V.InFigure4aanexampleshowingthetimeevolutionoftheflowrateQthroughthenozzleispresented.ThefigurecorrespondstothedrainageofaH0=11cmwatercolumnthroughacenterednozzle(=0)andlargeinitialtangentialvelocity,V2.5cm/s.Itcanbeseenthattheinitialflowrate,Qi32g/s,smoothlydecreaseswithtimeuntilt=28s.Inthisperiodthefreesurfaceofthefluidremainsalmostflatexceptinthevicinityofthenozzleaxiswheretheformationofasmallfreesurfacedepression(ordimple)wasobservedafterfewseconds.ThetheoreticalflowratecalculatedfromBernoullilawwasfoundtofitquitewelltheexperimentaldataindicatingtheinviscidnatureofthedrainageprocessinthisstage.Theabruptdropintheflowrateattc28sindicatesthebeginningofthevortexsink.ThecriticalheightisHc=8.6cmwhilethedrainedpercentageisabout22%.Simultaneouslythefreesurfacedimpleevolvesdownwardtoformalongvortexfunnelwhichgoesthroughtheoutputproducingtheirruptionofairinthenozzle.Afterthiscriticaleventtheflowratemeanvaluedecreasessmoothlywithfluctuationsduetothepresenceofairinthenozzle.Inthefinalpartofthedrainage,t190s,itisobservedthatthefunneldisappears:theremainingcirculationisnotenoughtosustainthevortexsinkandthefreesurfaceofthefluidbecomesflat.ThisphenomenonoccursatHdn.Thenozzleisagainfilledwithwaterandtheflowrateincreasessuddenlyduringafewsecondsproducingasignificantdrainage.Then,thedrainsinkoccursatt=198s.InFigure4banewexampleisconsideredwithidenticalconditionsasthepreviouscasebutwithamuchlowerinitialtangentialvelocity(muchlongerwaitingtime).Inthiscasetheinitialcirculationisnotlargeenoughtoproduceavortex,theladledrainswiththefreesurfacealmostflatuntilt=109swhenthedrainsinkoccurs.Thedrainedpercentageisabout85%.ToanalyzetheinfluenceofnozzleeccentricityweperformedexperimentsinsimilarconditionsasinFigure4a(H0=11cmandlargeinitialtangentialvelocity)butwithtwodifferentvaluesofthenozzleeccentricity:=0.5and=0.9.InFigure4ctheresultsfor=0.5areshown,itcanbeseenthatavortexdevelopsatt=96s.ThecriticalheightisHc=1.6cmandthedrainedpercentageis86%.For=0.9theflowrateevolutionissimilarasthatshowninFigure4cthatis,novortexisobservedinspiteoftheconsiderableamountofinitialcirculation.Again,thedrainsinkoccursattheendofthedrainagewhenHdn.AcompletesetofresultsarepresentedinFigure5wherethecriticalheightHcisplottedasafunctionoftheinitialtangentialvelocityVfor=0(circles),=0.5(downtriangles)and=0.9(squares).Inagreementwithpreviousstudies1-8wefoundthattherollplayedbynozzleeccentricityistodelaythevortexformationandeventoinhibititforthelargestvalueof.Thus,forthelargesteccentricity(=0.9)novortexwasobservedinanyoftheconsideredvaluesofV.Amoredetailedanalysisoftheseexperimentscanbefoundelsewhere15.InordertorelatetheresultsjustshownwithatypicalfullscalemoltensteeldrainageonecanusethedimensionalanalysisproposedbyGuthrieetal8.TheyconcludethatthedimensionlesscriticalheightHc/H0dependsonlyontwohydrodynamicsparameters:aReynoldsnumberdefinedasRe=VoutH0/(
温馨提示
- 1. 本站所有资源如无特殊说明,都需要本地电脑安装OFFICE2007和PDF阅读器。图纸软件为CAD,CAXA,PROE,UG,SolidWorks等.压缩文件请下载最新的WinRAR软件解压。
- 2. 本站的文档不包含任何第三方提供的附件图纸等,如果需要附件,请联系上传者。文件的所有权益归上传用户所有。
- 3. 本站RAR压缩包中若带图纸,网页内容里面会有图纸预览,若没有图纸预览就没有图纸。
- 4. 未经权益所有人同意不得将文件中的内容挪作商业或盈利用途。
- 5. 人人文库网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对用户上传分享的文档内容本身不做任何修改或编辑,并不能对任何下载内容负责。
- 6. 下载文件中如有侵权或不适当内容,请与我们联系,我们立即纠正。
- 7. 本站不保证下载资源的准确性、安全性和完整性, 同时也不承担用户因使用这些下载资源对自己和他人造成任何形式的伤害或损失。
最新文档
- 2024年中国储备粮管理集团有限公司广西分公司招聘考试真题
- 黑龙江公安警官职业学院《结构力学》2025 学年第二学期期末试卷
- 2025宁夏中卫市选聘行政执法监督员20人参考考试试题及答案解析
- 2025年甘肃省临夏州康乐县融媒体中心招聘编辑记者、播音员笔试重点题库及答案解析
- 2025年数字政府建设报告
- 2025年上海市复旦大学智能医学研究院招聘周欣课题组行政助理岗位备考题库及完整答案详解一套
- c 课程设计的报告
- 2025江苏苏州大学科研助理岗位招聘10人考试核心试题及答案解析
- 2025年公安部第一研究所公开招聘预报名公安部第一研究所备考题库及答案详解1套
- 2025广东东莞市南城第一初级中学招聘1人考试重点试题及答案解析
- 电气工程师2025年度计划
- 人教版九年级数学下册:单元练习卷-《反比例函数》(含解析)
- 彩钢夹芯板墙面安装施工工艺-共3种方案
- 《城市防疫专项规划编制导则》
- 数字与图像处理-终结性考核-国开(SC)-参考资料
- 肝硬化并糖尿病护理查房
- 初中七年级主题班会:成为自己的主人(课件)
- 历史建筑测绘建档技术规范
- 郑伯克段于鄢-2
- TCSUS-智能水表技术标准
- 波谱色谱学智慧树知到期末考试答案章节答案2024年沈阳农业大学
评论
0/150
提交评论