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3812201712ENVIRONMENTALSCIENCEVol.38No.12Dec.2017ABR-MBR1212121212123123*1.2150092.2150093.215009ABR-MBRMBR.ABR-MBRABRhydraulicretentiontimeHRT6h100%300%30℃±2℃DO0.5~1.0mg·L-10.3~0.7mg·L-1MBRHRTMBRHRT3h5hnitriteaccumulationrateNAR60%15%.pH、freeammoniaFAfreenitrousacidFNADO0.3~0.7mg·L-1HRTsludgeretentiontimeSRT.CODNH+4-N50mg·L-12mg·L-190%TN72%.ABR-MBRX703.1A0250-3301201712-5154-08DOI10.13227/j.hjkx.2017061532017-06-152017-06-3051578353BK2016035616KJB610013XKQ2015041992~E-maillvliangniu@outlook.com*E-mailylshen@mail.usts.edu.cnRealizationofShortcutNitrificationintheABR-MBRProcessTreatingDomesticWastewaterLLiang12ZHAOShi-hui12WEIJia-min12ZHANGMin12YOUWen12WUPeng123SHENYao-liang123*1.SchoolofEnvironmentalScienceandEngineeringSuzhouUniversityofScienceandTechnologySuzhou215009China2.JiangsuCollaborativeInnovationCenterofWaterTreatmentTechnologyandMaterialSuzhou215009China3.KeyLaboratoryofEnvironmentalScienceandEngineeringofJiangsuProvinceSuzhou215009ChinaAbstractTheoperationalcontrolconditionsforrealizingshortcutnitrificationinthemembranebioreactorMBRprocesswasinvestigatedinalab-scaleanaerobicbaffledreactorABR-MBRcombinedsystemwhichlaidthefoundationforfurtherresearchontheperformanceofdenitrificationphosphorusremovalinthesystem.TheexperimentalresultsunderdifferentconditionsshowedthatshortcutnitrificationintheMBRwasachievedbycontrollingthedissolvedoxygenDOconcentrationtolowlevels0.5-1.0mg·L-1to0.3-0.7mg·L-1andchangingtheeffectivevolumeoftheMBRtocontrolhydraulicretentiontimeHRTwiththeHRTintheABRequalto6hsludgerefluxratioof100%NO-x-Nrefluxratioof300%andtemperatureof30℃±2℃.FinallytheshortcutnitrificationdeterioratedastheHRTintheMBRincreasedfrom3hto5hwithnitriteaccumulationratedramaticallydroppingfrom60%to15%.TheanalysisoftheinfluencingfactorsofshortcutnitrificationshowedthatmaintaininglowDOconcentration0.3-0.7mg·L-1andgraduallyshorteningHRTwerethekeyfactors.ThepHfreeammoniaFAfreenitrousacidFNAtemperatureandsludgeretentiontimeSRThadaslightlypositiveeffectonshortcutnitrification.DuringtheperiodofshortcutnitrificationastableandhighefficiencyremovalofCODandNH+4-NwereachievedandtheaverageconcentrationoftheeffluentofCODandNH+4-Nwhoseremovalrateswereabove90%werebelow50mg·L-1and2mg·L-1respectivelyandtheremovalefficiencyoftotalnitrogenTNreached72%.KeywordsABR-MBRcombinedprocessshortcutnitrificationhydraulicretentiontimeHRTNO-x-NrefluxnitriteaccumulationrateNARA2/O.1.Kuba2O2NO-3-NSatio3NO-2-NdenitrifyingphosphorusremovalbacteriaDPBs12ABR-MBR.PAOsDPBsNO-3/NO-2O245.“”6~8.ABR9.ABR10VFA.MBRSRTHRT11.HRT12、DO13、14、SRT15、pH16、FAFNA1718.、19~21ABR-MBR.11.11ABR-MBRFig.1SchematicdiagramoftheABR-MBRsetupABR-MBR1.ABR47.2LMBR3.6L.ABR1、23、4MBR.MBR10min8min/2min.PVDF0.2μmTMPTMP≥30kPa..R1ABR4ABR2R2MBRABR3.、R1、R2PLC、.1.21∶1C/N1.、、、、.A2/O.ABRMLSS28000mg·L-1MBRMLSS4000mg·L-1.1Table1CharacteristicsoftherawwastewaterCOD/mg·L-1292.4~431.8377.8NH+4-N/mg·L-147.3~59.554.5NO-2-N/mg·L-10~0.010.004NO-3-N/mg·L-10.05~1.20.5PO3-4-P/mg·L-16.7~9.48.1pH7.1~7.37.21.30.45μm22COD、NH+4-N、NO-2-N、NO-3-N、PO3-4-P.2.12NARMBRAHRT.NAR=ρNO-2-NρNO-2-N+ρNO-3-N×100%1AHRTM=11+R2HRTM2ρNO-2-NρNO-3-NMBRNO-2-NNO-3-Nmg·L-1AHRTMMBRhHRTMMBRh.5515382Table2TestitemsandanalyticalmethodsforwaterqualityCODMLSSNH+4-NSV%30minNO-2-NN-1--pHpHNO-3-NDODOPO3-4-P1.45Ⅰ~Ⅴ3...25℃±2℃30℃±2℃.MBRDO0.3~1.0mg·L-1.3Table3Experimentalprocessesandparameter/conditioncontrolHRT/h/%ABRMBRR1R2/℃DO/mg·L-1ⅠA1~39d1260025±20.5~1.0B40~55d12610010025±20.5~1.0ⅡC56~77d12510010025±20.5~1.0D78~104d12410010025±20.5~1.0E105~117d9610020025±20.3~0.7ⅢF118~129d9510020025±20.3~0.7G130~141d9310020025±20.3~0.7H142~157d6310030030±20.3~0.7ⅣI158~171d6410030030±20.3~0.7J172~181d6510030030±20.3~0.7K182~191d4510040030±20.3~0.7ⅤL192~201d4410040030±20.3~0.7M201~211d4310040030±20.3~0.72ABR-MBRNO-3-NNO-2-NNARFig.2VariationsofNO-3-NNO-2-NandNARintheABR-MBRprocess22.1ABR-MBR2513MBRNO-3-N、NO-2-NNAR.3.1~39dⅠ..NO-2-N651512ABR-MBR.DOAOBNOBAOB.2NAR90%.3HRTAOB.355mg·L-160mg·L-1.AOB.FA.ⅠMBRFA.ⅡABRHRT12h100%MBRHRT.2ⅡMBRHRT6hMBRNO-2-NⅠMBRHRTMBRNO-2-NNO-3-N25mg·L-1NAR12.7%.ⅠHRT.ⅢABRHRT9h200%.2MBRHRT6h4hMBRNO-2-NNARⅡ8%40%Ⅱ.HRTHRTMAHRTMNAR.ⅣABRHRT6h300%HRTMⅢ3h5h.2HRTM=3h15dNAR61%65%HRTMNAR.HRTR2=300%HRTM=3hAHRTM.ⅤABRHRT4h400%2HRTAHRTMⅣNARHRTMMBRNO-2-NNARⅣ.2.2ABR-MBRHellinga2330~35℃AOBNOB.Balmelle24AOBpH8.5.MBRpH8.278.03~8.54AOBNOBpH.Anthonisen25FAAOBNOB10~150mg·L-10.1~1.0mg·L-1.3FA0.22mg·L-1.Vadivelu26FNA>0.1mg·L-1AOBFNA>0.011mg·L-1NOB.4FNA0.00027mg·L-1AOBNOBFNA.FA=NH+4-N×10pHexp6334/273+T+10pH3FNA=4714×NO-2-Nexp-2300/273+T×10pH44①DO.Guisasola27AOBNOB0.3~0.5mg·L-10.7~1.8mg·L-1AOBNOB0.25~0.6mg·L-10.72~2.2mg·L-1AOBNOBDOAOBNOB.DONOBAOB.②HRTM.HRT2829.HRTAOBNOBAOB.HRTHRTMNAR.③AHRTM.ⅣHRTM=3hR2=300%AHRTMNO-2-N751538MBRNO-2-N.④SRT.Van15AOBNOB14℃AOBNOB8~36h12~59h.SRTAOBNOBAOBNOBAOB12.SRT15~20d.2.3ABR-MBR3ABR-MBR.ⅠMBRNH+4-N.ⅡMBRDO0.5~1.0mg·L-1NH+4-N95%4100%TN45.8%NO-3-N24mg·L-1.3ⅡB、C、DHRTMNH+4-NHRTMMBR.3ⅢMBRDO0.3~0.7mg·L-1ABR9h200%TN65%NO-3-N12mg·L-1HRTMNH+4-NDO.ⅣABR6h300%TN72%HMBRNAR60%MBRNH+4-N97.8%34.ⅤABRHRT4h400%TN78%HRTMNH+4-N98%.3ABR-MBRFig.3RemovalofNH+4-Nin
本文标题:ABRMBR工艺处理生活污水实现短程硝化吕亮
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