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421220146GuangzhouChemicalIndustryVol.42No.12Jun.2014*(东华大学环境科学与工程学院,上海201620)D/uLD/uL。X703.3A1001-96772014012-0006-03*2232012D3-08。1989-。1979-。ReviewofFlowPatternsofHigh-rateAnaerobicBioreactor*ZHANGKaiCHENXiao-guangMACheng-yuSchoolofEnvironmentScienceandEngineeringDonghuaUniversityShanghai201620ChinaAbstractThedevelopmentprocessofhigh-rateanaerobicbioreactorwasreviewedwhichshowedthattheupgradingofanaerobicbioreactorwasrelatedtotheimprovingofflowpattern.Thecurrentstudyofflowpatternofanaerobicbioreactorshowedthatbothnumericalsimulationandexperimentsimulationwereusedtostudytheanaerobicreactorflowpattern.SeveraltypicalanaerobicbioreactorflowpatterncharacteristicsweredescribedwhichindicatedthatdispersionnumberD/uLcanbeusedasanimportantflowpatterncharacteristicparametersofanaerobicbioreactorandthehigherthereactorloadwasthegreatertheD/uLvaluewasobtained.Keywordsanaerobicbioreactorflowpatterndispersingnumber、、1-2。3。、。。11.1。1860LouisMouras。。1974Lettinga4UpflowAnaerobicSludgeBlanketUASB。UASB、、。UASB、。ExpandedGranularSludgeBlanketEGSB5、InternalCyclicReactorIC6、AnaerobicBuffedReactorABR7、“”StagedMultiphaseAnaerobicReactorSMPA48。。1.2UASB。DeCarvalhoUASBUASBCSTR9Narayanan242127UASB10SinghalUASBUASBUASB6411。EGSBFuentesEGSBEGSBEGSB12。1.3UASBEGSB。Issiiκ-εUASB13。UASB14。MonodEGSBEGSB15-16。ABR17SPAC18-19。22.1UASBD/uLLm3/m3·dGm3/m3·dD/uL=0.0033L+0.045G+0.073。D/uLD/uL=0.088~0.09520。17ABR、ABRABRD/uL=0.07~0.1095HRTABR。2.2EGSB。VupVup%=9.6305Vup-15.5669。D/uL=0.092~0.134EGSB21。SPAC。COD306kgCOD/m3/d15.3kg/m3/dCOD240kg/m3/d131kg/m3/d22。SPAC。SPAC23SPACD/uL>0.2、D/uL=0.35~0.467D/uL≥0.2。D/uL=0D/uL=∞。。UASBD/uL<0.1EGSBD/uL0.1SPACD/uL0.467。D/uL。31。UASBEGSB。2D/uLD/uL。D/uL0.1D/uL0.10.467。1CavinatoCFatoneFBolzonellaDetal.Thermophilicanaerobicco-digestionofcattlemanurewithagro-wastesandenergycropsComparisonofpilotandfullscaleexperiencesJ.Bioresour.Technol20101012545-550.2RodirguezDCBelmonteMPenuelaGetal.BehaviourofmolecularweightdistributionfortheliquidfractionofpigslurrytreatedbyanaerobicdigestionJ.Environ.Technol2011324419-425.3LeitaoRCHaandelACZeemanGetal.TheeffectsofoperationalandenvironmentalvariationsonanaerobicwastewatertreatmentsystemsAreviewJ.Bioresour.Technol20069791105-1118.4LettingaGFieldJLierJetal.AdvancedanaerobicwastewatertreatmentinthenearfutureJ.WaterScienceandTechnology199735105-12.5ZoutbergGRBeenP.TheBiobedEGSBExpandedGranularSludgeBedsystemcoversshortcomingsoftheupflowanaerobicsludgeblanketreactorinthechemicalindustryJ.WaterScienceandTechnology19973510183-187.6.J.1999023-6.7BarberWPStuckeyDC.TheuseoftheanaerobicbaffledreactorABRforwastewatertreatmentareviewJ.WaterResearch19993371559-1578.8.SMPAJ.2004043-536.9DeCarvalhoKQSalgadoMTPassigFHetal.HydrodynamicevaluationofauasbreactorsubmittedtocyclicalflowratevariationJ.EngenhariaSanitariaEAmbiental2008132226-235.10NarayananCMNarayanV.MultiparametermodelsforperformanceanalysisofUASBreactorsJ.JournalofChemicalTechnologyandBiotechnology20088381170-1176.(下转第32页)3220146PdDPCδ-MnO2K-OMS-220。5DPC“100%”。1.M.1997860.2.-J.20032410760-764.3.M.2002137.4.J.20022225-29.5.J.20100435-37.6.J.200606528-532.7.TS-1J.200209423-427.8.MoO3J.200909853-8559.J.200324311-14.10HoYoungSongEunDuckPark.OxidativecarbonylationofphenoltodiphenylcarbonateoversupportedpalladiumcatalystsJ.JournalofMolecularCatalysisAChemical2000154243-250.11.J.200324311-14.12.P.CN02138-788.52003.13KingJrJosephA.MethodformakingorganiccarbonatesUS5132447P1992-07-21.14JoyceRPKingJrPressmanEJ.MethodformakingaromaticcarbonatesUS5231210P.1993-07-27.15HirotoshiIshiiMeenakshiGoyalMitsuruUedaetal.OxidativecarbonylationofphenoltodiphenylcarbonatecatalyzedbyPddinuclearcomplexbridgedwithpyridylphosphineligandJ.JournalofMolecularCatalysisAChemical1999148289-293.16VavasoriATonioloL.Thepromotingeffectofchelatingligandsintheoxidativecarbonyla-tionofphenoltodiphenylcarbonatecatalyzedJ.JofMolCatAChemical200015134-45.17OkuyamaKSugiyamaJNagahataRetal.JMolCatalA20032031/221.18.J.2008295489-496.19.Pd/CJ.2003319114-116.20.Pd/J.2009387檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵檵728-732.(上接第7页)11SinghalAGomesJPraveenVVetal.AxialdispersionmodelforupflowanaerobicsludgeblanketreactorsJ.BiotechnologyProgress1998144645-648.12FuentesMScennaNJAguirrePA.AcouplingmodelforEGSBbioreactorsHydrodynamicsandanaerobicdigestionprocessesJ.ChemicalEngineeringandProcessingProcessIntensification2011503316-324.13.UASBJ.2007038-10.14LiuYHHeYLYangSC.ThesettlingcharacteristicsandmeansettlingvelocityofgranularsludgeinupflowanaerobicsludgeblanketUASB-likereactorsJ.BiotechnologyLetters200628201673-1678.15.EGSB1———J.2003013-7.16.EGSBⅡ—J.2003023-6.17.ABRJ.199704317-20.18ChenXGZhengP.Flowpatternsofasuper-high-ratespiralanaerobicbioreactorJ.ActaScientiaeCircumstantiae2010305941-946.19ChenXGZhengPGuoYJetal.Flowpatternsofsuper-high-rateanaerobicbioreactorJ.Bioresour.Technol.2010101207731-7735.20.J.199502170-177.21.EGSBJ.2004025-9.22.SPACJ.2008081413-1419.23.J.201005941-946.
本文标题:高效厌氧反应器流态研究综述张恺
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