常温低氨氮污水生物滤池部分亚硝化的实现王俊安

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38120121JOURNALOFBEIJINGUNIVERSITYOFTECHNOLOGYVol.38No.1Jan.20121211111.1001242.1011028~25℃、ρNH+4-N60~90mg/LNO-2-NNO-2-N80%.DOFAAOBHRTρNH+4-N、ρNO-2-NρNO-3-NNH+4-N4.32mg/L·hNO-2-NNO-3-N3.05、0.40mg/L·hHRT9~14h.X703.1A0254-0037201201-0121-05PartialNitrosificationinBiofilterforSewageWithLowAmmoniaatRoomTemperatureWANGJun-an12LIDong1ZHANGJie1LIZhan1TAOXiao-xiao11.KeyLaboratoryofBeijingforWaterQualityScienceandWaterEnvironmentRecoveryEngineeringBeijingUniversityofTechnologyBeijing100124China2.TechnologyResearch&DevelopmentCenterBeijingSoundEnvironmentalProtectionGroupBeijing101102ChinaAbstractAbiofilterreactorfilledwithlavaasacarrierisusedundertheconditionofroomtemperature8-25℃andlowρNH+4-N60-90mg/L.TheNO-2-Nisaccumulatedthroughthemethodofaerationcontrolinthereactoranditsaccumulationratecanreachmorethan80%afterstartup.ResultsshowthatDOcontrolisthemainapproachforrealizingnitrosificationwhereastherestrainingoffreeammoniacanbetheassistantmethodforchoosingammoniaoxidizationbacteriaAOBandHRTadjustingisthekeywaytocontroltheresultofρNH+4-N/ρNO-2-N.AccordingtotheexperimentresultthechangesofρNH+4-NρNO-2-NandρNO-3-Nallhavethedynamicscharacteristicsofzero-gradereaction.FurthermoretheconversionrateofNH+4-Nis4.32mg/L·handtheaccumulationratesofNO-2-NandNO-3-Nare3.05and0.40mg/L·hrespectively.AccordinglytheHRTforpartialnitrosificationshouldbecontrolledfrom9to14h.Keywordsnitrosificatonpartial-nitrosificationANAMMOXbiologicalnitrogenremovalbiofilter2009-12-01.508780038092006.1981—E-mailwangjunan001@163.com.“”1.//ANAMMOXNO-2-NNO-3-N-2012ANAMMOX2./A/OANAMMOX3.、ρNH+4-NρNH+4-NρNO-2-N1∶1.32ANAMMOX30℃、ρNH+4-N100mg/L4-5、ρNH+4-N.、AOBNOBDO、FAHRT、ρNH+4-NANAMMOX.11.11185mm3.0m6.0~8.0mm1.4m200mm200mm1.0m.1Fig.1Experimentalarrangementschematicdiagramofnitrosificationbiofilter1.2A/O.1.1Table1WaterqualityofexperimentinfluentρCODCr/mg·L-1ρNH+4-N/mg·L-1ρNO-2-N/mg·L-1ρNO-3-N/mg·L-1ρTP/mg·L-1/℃pH50~10060~90<1<10.1~1.008~257.5~7.81.3ρNH+4-NρNO-2-NN-1--ρNO-3-NρDOWTWinoLabStirrOxGpHOAKLONWaterproofpHTestr10BNCpHρCODCr.1.4ρNH+4-N.ρDO2~4mg/L.15dρNO-3-NρTN50%.1AOBρDOρDO7~8mg/L4.02m/h10ρNH+4-N200mg/L1500mg/LNOB.2DONO-2-N221180%.22.1ρNH+4-N、ρNO-2-N、ρNO-3-N2ρNO-2-NρNH+4-N3.2ρNH+4-N、ρNO-2-N、ρNO-3-NFig.2ChangecurveofρNH+4-N、ρNO-2-N、ρNO-3-Ninareactioncycle3ρNO-2-N/ρNH+4-NFig.3ChangecharacteristicofρNO-2-N/ρNH+4-Ninthereactioncycle2ρNH+4-N、ρNO-2-NρNO-3-N.0.96.NH+4-N、NH+4-N4.32mg/L·hNO-2-NNO-3-N3.050.40mg/L·h.NO-2-NNO-3-N7.633AOB.3ρNO-2-NρNH+4-N0.0112h1.930.9875..ρNH+4-N72.26mg/LρNH+4-NρNO-2-NANAMMOX1∶1.32610hHRT.ρNH+4-N60~90mg/LHRT9~14h.2.2pHpH4、5.4pHFig.4ChangecharacteristicofpHvalueinthereactioncycle5pHρNH+4-NFig.5RelationshipbetweenpHvalueandNH+4-Nconcentrationinthereactioncycle4pH2h7.968.72CO2.NH+4-NρNH+4-NpH2h8.92321201212h7.935ρNH+4-NpH.ρNH+4-NpHρFAρFAA=1.214×B×10pHe6344/T+10pHAρFAmg/LBρNH+4-Nmg/LTK.、pHρNH+4-NρFA.NH+4-NρFA58.28mg/LNH+4-NρFA1.38mg/L.2.3AOBNOB22NOBAOBNOBNH+4-NNO-2-N.NO-2-NDO、、pH、FA、FH、HRT、、、SRT.SRT、ρNH+4-NAOB.3NO-2-N.1DOAOBDO0.2~0.4mg/LNOBDO1.2~1.5mg/LρDOAOBDONOB7ρDOAOBNO-2-N.ρDODOAOBρDONO-2-N.2FANOBAOBpH.Quinlan8pHAOBpH8pH7.pHρFANOBAOBFA.Abeling9FANO-2-NNO-3-NρFA1.0~5.0mg/LNO-2-N.Turk105mg/LFANO-2-NNOBFA.NOBFA11NO-2-N.ρFA58.28mg/LNOBNO-2-NFAAOB.pHpHpH6.8~7.88.7.8~8.8.CO2pH.pHAOBDOpH、ρNH+4-N.31DOpHAOB.2DOFANOB.DO、ρNH+4-N4211FAAOB.3ρNH+4-N、ρNO-2-NρNO-3-NρNO-2-NρNH+4-NHRT9~14h.1.J.2009354522-526.WANGJun-anLIDongZHANGJie.MunicipalwastewaterregenerationcompleteflowschemeisthekeytohealthycycleofculturalwaterJ.JournalofBeijingUniversityofTechnology2009354522-526.inChinese2.-J.20093072001-2006.WANGJun-anLIDongTIANZhi-yongetal.ResearchonCANONprocessformunicipalsewageinroomtemperatureJ.EnvironmentalScience20093072001-2006.inChinese3.J.2008281148-51.WANGJun-anLIDongTIANZhi-yongetal.ExperimentalstudyonsinglereactorforadvancedtreatmentofdomesticwastewaterJ.ModernChemicalIndustry2008281148-51.inChinese4FURUKAWAKINATOMIYQIAOSetal.InnovativetreatmentsystemfordigesterliquorusinganammoxprocessJ.BioresourceTechnology2009100225437-5443.5GALIADOSTAJvanLOOSDRECHTMCMetal.Twowaystoachieveananammoxinfluentfromrealrejectwatertreatmentatlab-scalepartialSBRnitrificationandSHARONprocessJ.ProcessBiochemistry2007424715-720.6STROUSMHEIJNENJJKUENENJGetal.Thesequencingbatchreactorasapowerfultoolforthestudyofslowlygrowinganaerobicammonium-oxidizingmicroorganismsJ.ApplMicrobiolBiotechnol1998504589-596.7LAANBROEKHJBODELIERPLEGERARDS.OxygenconsumptionkineticsofnitrosomonaseuropaeaandnitrobacterhamburgensisgrowninmixdcontinuousculturesatdifferentoxygenconcentrationsJ.ArchMicrobiol1994161156-162.8QUINLANAV.PredictionoftheoptimumpHforammonia-Noxidationbynitrosomonaseuropaeainwell-aeratednaturalanddomesticwastewaterJ.WaterResearch198418561-566.9ABELINGVSEYFRIEDCF.Anaerobic-aerobictreatmentofhigh-strengthammoniumwastewaternitrogenremovalvianitriteJ.WatSciTech1992265/61007-1015.10TURKOMAVINICDS.BenefitsofusingselectiveinhibitiontoremovenitrogenfromhighlynitrogenouswastesJ.EnvTechLett19878419-426.11ANTHONISENACLOEHRRCPRAKASAMTBSetal.InhibitionofnitrificationofammoniaandnitrousacidJ.Jo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