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,*,,(, 100084):,,(30~35℃),NH+4-N2.5~3.0kg(m3·d),90%;100mgLCOD;(20℃).:;;:X703.1 :A :0250-3301(2007)11-2462-05:2006-10-23;:2007-04-29:(863)(2002AA601190):(1979~),,,,E-mail:yangyang97@mails.tsinghua.edu.cn*,E-mail:jiane.zuo@tsinghua.edu.cnStart-upandOperationCharacteristicsofAerobicGranularShort-CutNitrificationProcessYANGYang,ZUOJian-e,BUDe-hua,GUXia-sheng(DepartmentofEnvironmentalScienceandEngineering,TsinghuaUniversity,Beijing100084,China)Abstract:Inalab-scaleaeratedupflowsludgebed(AUSB)reactorinoculatedwiththemixtureofanaerobicgranularsludgeandaerobicsludge,usingsyntheticammonia-richwastewaterasinfluent,aerobicshort-cutnitrificationgranuleswerecultivated.Afterthat,theshort-cutnitrificationreactorcouldbeoperatedstablywithveryhighefficiencyundermesophiliccondition(30~35℃),andtheinfluentloadingrate(NH+4-N)couldreach2.5~3.0kg(m3·d).Theammoniaremovalefficiencyandtheshort-cutnitrificationratio(NO-2NO-x)wereabove90%respectively.SomeorganicCOD(about100mgL)existedintheinfluenthadnoobviouseffectsontheoperationoftheshort-cutnitrificationprocess.Theshort-cutnitrificationreactorcouldalsobeoperatedstablywithveryhighefficiencyunderambienttemperature(about20℃).Keywords:short-cutnitrificationprocess;aerobicgranularsludge;AUSBreactor SHARON(singlereactorforhighactivityammoniaremovalovernitrite)[1]、-[2],.,2:①(30~35℃)(ammoniaoxidationbacteria,AOB)(nitriteoxidationbacteria,NOB),30~35℃,1d,NOB[1,3];②AOBNOB,(1mgL),,AOB,NOB[4~7].,1d,,;,,,;,2,.,,、,.1 1.1 1,(aeratedupflowsludgebed,AUSB),3.05L,1.60L,1.45L.,、,..,2811200711 ENVIRONMENTALSCIENCEVol.28,No.11Nov.,2007DOI:10.13227/j.hjkx.2007.11.006,328~351d20℃,30~35℃.1.;2.;3.AUSB;4.;5.;6.;7.;8.;9.1 Fig.1 Experimentalapparatusandprocessschemechart 1.2 ,, UASB.,AUSB(VSS,)2.0gL,VSS0.4gL,VSS1.6gL.,NH4HCO3、10∶1KH2PO4,L1mL,[8]:15gLNa2EDTA·2H2O、0.43gLZnSO4·7H2O、0.24gLCoCl2·6H2O、0.99gLMnCl2·4H2O、0.25gLCuSO4·5H2O、0.22gLNaMoO4·2H2O、0.19gLNiCl2·6H2O、0.08gLNa2SeO30.02gLH3BO4.1.3 :[9];:DX-100;COD:TL-1ACOD;pH:ThermoOrion828pH;:Thermo810A;SSVSS:[9].2 2.1 AUSB140d,40d,NH+4-N0.5kg(m3·d);100d,NH+4-N2.5kg(m3·d).AUSB2.2 AUSBFig.2 PerformanceofAUSBreactorduringstart-upperiod 2,40d,300mgL,,100mgL,,.35d,pH6.77.5,,,40d,5mgL,.41~60d,550mgL,NH+4-N1.0kg(m3·d),,,95%,,,,20~200mgL,,.61~80d,246311:,.81~140d,550mgL,NH+4-N2.5kg(m3·d),,,,120mgL,,300mgL,(5mgL),,AUSB.,,AUSB.、,,,,,,、,,.[10][11].AUSB,3.3,ASUB,,1.0mm.,.,,ASUB,.3 Fig.3 Photoofaerobicshort-cutnitrificationgranularsludge 2.2 140d,AUSB,,,(),,,,.,2:141~171d,,AUSB;209~309d,,.,AUSBNH+4-N2.5~3.0kg(m3·d).AOB,AOB.,,AUSB15d,.,141~171d,pH7.5,DO3mgL5mgL.AUSB4.4 141~171dAUSBFig.4 PerformanceofAUSBreactorduringthedaysof141~171 4,AUSB600mgL,,90%.,2464 28,400mgL,20mgL.,AUSB,90%.,,,,209~309d,.,AUSB,100mgL.209~309d,AUSB5.5,AUSB600~700mgL,:249d,50mgL;250~285d,50~150mgL;286d,50mgL.,,,,,VSS0.013g·(L·d)-1,,VSS0.089g·(L·d)-1.209~285d,,,,250~285dDO3mgL1mgL.,,,AOB,,,75%.AOB,,286d,,DO3mgL,,,.5,,,CODDO,95%.,,AOB,,.2.3 5 209~309dAUSBFig.5 PerformanceofAUSBreactorduringthedaysof209~309 ,30~35℃,,,,,,.,.,328~351d,(20℃),AUSB6.328d,AUSB35℃20℃,pH7.5,3mgL.6,,35℃20℃,6 AUSBFig.6 PerformanceofAUSBreactorunderambienttemperature ,.,330d350mgL,NH+4-N1.5246511:kg(m3·d).,,338d,700mgL,NH+4-N3.0kg(m3·d).6,,50mgL,90%,50mgL.30~35℃,AUSB,20mgL50mgL,,,,,.2.4 “”,,2,AOBNOB2[12,13],.,,.,,“”(、).,,、pH:,;pH,;,.、pH,,、,,,[14].,AOBNOB,,,,.3 (1)AUSB,,30~35℃、pH7.5、DO3mgL15d,,NH+4-N2.5~3.0kg(m3·d),90%.(2)(30~35℃)、DO3mgL、pH7.5,100mgLCOD,NH+4-N2.5~3.0kg(m3·d),90%.(3)20℃,10d,20℃,pH7.5、DO3mgL、NH+4-N2.5kg(m3·d),90%.:[1]HellingaC,SchellenAAJC,MulderJW,etal.TheSharonprocess:aninnovativemethodfornitrogenremovalfromammoniumrichwastewater[J].WatSciTech,1998,37(9):135~142.[2]vanDongenU,JettenMSM,vanLoosdrechtMCM.TheSharon-anammoxprocessforthetreatmentofammoniumrichwastewater[J].WatSciTech,2001,44(1):153~160.[3]HellingaC,vanLoosdrechtMCM,HeijnenJJ.Modelbaseddesignedofanovelprocessforammoniaremovalfromconcentratedflows[J].MathematicalandComputerModellingofDynamicalSystems,1999,5(4):351~371.[4]LaanbroekHJ,BodelierPLE,GerardsS.OxygenconsumptionkineticsofNitrosomonaseuropaeaandNitrobacterhamburgensisgrowninmixedcontinuousculturesatdifferentoxygenconcentration[J].ArchMicrobiol,1994,161(2):156~162.[5]GarridoJ,vanBenthumWAJ,vanLoosdrechtMCM,etal.Influenceofdissolvedoxygenconcentrationonnitriteaccumulationinabiofilmairliftsuspensionreator[J].BiotechnolBioeng,1997,53(2):168~178.[6]BernetN,PengDC,DelgenesJP,etal.Nitrificationatlowoxygenconcentrationinbiofilmreator[J].JofEnvirEngin,2001,127(3):266~271.[7]WangJL,YangN.Partialnitrificationunderlimiteddissolvedoxygenconditions[J].ProcessBiochem,2004,39(10):1223~1229.[8],,.[M].().:,2004.90.[9].[M].().:,2002.276~279.[10].[M].().:,1998.56.[11],,.[J].,2002,21(3):317~321.[12],.[J].,2004,10(4):521~525.[13]ArpDJ,BottomleyPJ.Nitrifiers:Morethan100yearsfromisolationtogenomesequences[J].Microbe,2006,1(5):229~234.[14].[J].,2000,26(11):21~23.2466 28
本文标题:好氧颗粒污泥亚硝化工艺的启动与运行特性研究杨洋
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