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当前位置:首页 > 商业/管理/HR > 质量控制/管理 > 常温城市污水同步亚硝化厌氧氨氧化研究王俊安
-,,,,,(, 100124):14.7~24.7℃,,SBR,DO0.05~0.30mgL,-.,SBR-;DO,1mgL;SBR,NH+4-N0.164~0.218kg(m3·d),NO-3-N0.026~0.036kg(m3·d),TN0.124~0.194kg(m3·d),65%~75%;SBR,、3,,TN77%~88%.,SBR.:;;;:X703.1 :A :0250-3301(2009)07-2001-06:2008-08-10;:2008-10-27:(08UWQA08);;(50878003);(8092006):(1981~),,,,E-mail:wangjunan@emails.bjut.edu.cnResearchonCANONProcessforMunicipalSewageinRoomTemperatureWANGJun-an,LIDong,TIANZhi-yong,ZHANGJie,ZHUZhao-liang,FUKun-ming(KeyLaboratoryofBeijingforWaterQualityScienceandWaterEnvironmentRecoveryEngineering,BeijingUniversityofTechnology,Beijing100124,China)Abstract:Intheroomtemperature14.7-24.7℃,simultaneousnitrification-ANAMMOX(CANON)processformunicipalsewagewastestedbySBRwhiletheDOwascontrolledbetween0.05and0.30mgL.Asaresult,theresearchshowsthatCANONprocesscanbeappliedtothenitrogentreatmentofmunicipalwastewaterinroomtemperaturebySBR.DOcanberegardedastheindicationparameterofreactionterminal,and1mgLhasbeenconfirmedintheexperiment.IntheexploringSBRexperiments,theconsumptionvelocityofNH+4-Nwas0.164-0.218kg(m3·d),theproductionvelocityofNO-3-Nwas0.026-0.036kg(m3·d),theremovalvelocityandefficiencyofTNwere0.124-0.194kg(m3·d)and65%-75%respectively.Additionally,intheimprovingSBRexperiments,therewerethreemethodsforavoidingnitriteaccumulationandincreasingthenitrogenremovalefficiency.Theywereimprovingtemperature,addingnon-aerationperiodoftimeandincreasingthequantityofANAMMOXbacteria.Therefore,theremovalefficiencyofTNwasincreasedto77%-88%throughthethreewaysabove.However,inviewofthenitrogenremovalvelocityandthefactofengineeringapplicationcondition,thethirdapproachwasthebesttoadvancethegeneralabilityofANAMMOX.Keywords:nitrification;ANAMMOX;roomtemperature;municipalsewage (anaerobicammoniumoxidation,ANAMMOX),.,ANAMMOX,,[1],.ANAMMOX(nitrosification,),,、、,.,ANAMMOX,[2][3,4][5],.,ANAMMOX,.ANAMMOX、pH、、DO.,,,DO,,.SBR,(DO=0.3mgL)[6].,ANAMMOX,ANAMMOX,SBR30720097 ENVIRONMENTALSCIENCEVol.30,No.7Jul.,2009DOI:10.13227/j.hjkx.2009.07.022-,.1 1.1 SBR,,6.6L,5L.,42mm,,10mm,SBR,5%.,,,.(A=1264mm2,200rmin),.、,DO.SBR1.1.pH;2.pH;3.ORP;4.ORP;5.DO;6.DO;7.;8.;9.;10.;11.;12.1 Fig.1 Experimentalapparatus 1.2 (AO),.:COD50~60mgL;NH+4-N50~90mgL;NO-2-N1mgL;NO-3-N1mgL;TP≤0.5mgL;pH7.50~8.00.1.3 (AOB)SBR,ANAMMOX50g().ANAMMOX,2~5mm,2.2 ANAMMOXFig.2 DigitalphotoofANAMMOXbacteriagranules 1.4 SBRNH+4-N、NO-2-N、NO-3-N,DO、ORP、pH.,NH+4-N;NO-2-NN-(1-)-;NO-3-N;DOWTWinoLabStirrOxG;pHOAKLONWaterproofpHTestr10BNCpH;ORPOAKLONWaterproofORPTestr10ORP;.30mL,5min,15mL,,.,.3.2 2.1 SBR-ANAMMOX,0.008m3h(DO0.08~0.15mgL),17.0~19.4℃,30d,.4TN、NH+4-N、NO-2-NNO-3-N.2002 303 Fig.3 Digitalphotoofexperimentapparatusintheunworkingstatus 4 SBRFig.4 ProfilesofnitrogenintheSBRreactorofrepresentativeoperationcircle SBR,,0.164~0.218kg(m3·d),,(N)0.026~0.036kg(m3·d),.TN,0.124~0.194kg(m3·d),65%~75%,CANON[7](completelyautotrophicnitrogenremovalovernitrite,)88%.,ANAMMOX,AOB,,10.01mgL,.DO、ORPpH5.5 SBRDO、ORPpHFig.5 ProfilesofDO,ORPandpHintheSBRreactoroftherepresentativeoperationcircle (1)AOBO2,,,,DO0.07~0.10mgL.,10h,,O2,DO.5(a),DO=1mgLSBR-.(2)ORPDO,,SBRNO-2NO-3,.10h,DO,ORP.(3)AOB,,pH;20037:-ANAMMOXN2H+,pH.,2,,pH.,10h,,,SBRCO2,pH,5(c)“pH”.2.2 SBR-SBR,.SBRANAMMOX,.(24.7℃,)、ANAMMOX,.,0.008m3h,DO=1mgLSBR-.(1),SBR,DO0.13~0.30mgL.622.4~24.7℃.6 SBRFig.6 ProfilesofnitrogenintheSBRreactorafterimprovingtemperature ,TN(N)0.193kg(m3·d),82%,TN=11.61mgL,.,,O2,ANAMMOX,AOB,,.(2)14.7~18.0℃,5.0h,,SBR.,SBR,DO0,0.05~0.06mgL.7.7 SBRFig.7 ProfilesofnitrogenintheSBRreactorwithoutairfeedinginlowertemperature ,TN88.12%,TN10.59mgL.,5h18.31mgL,47.13mgL,0.39,[8]1.3230%.,,,ANAMMOX.5h,,DO,AOB,ANAMMOX.SBR,DO,ANAMMOX,AOB.,,,,.(3)SBR20g()ANAMMOX,ANAMMOX-SBR.816.1~16.5℃、DO0.11~0.16mgL,2004 30ANAMMOXSBR.8 ANAMMOXSBRFig.8 ProfilesofnitrogenintheSBRreactorafteraddingANAMMOXbacteriainlowertemperature SBR2ANAMMOX,ANAMMOX,,2.10mgL,0.005kg(m3·d).TN12.83mgL,TN77%,,2ANAMMOXTN20%,TN41%.,SBRANAMMOX,ANAMMOX,AOB,.,2ANAMMOX3,ANAMMOX,,.3 ,ANAMMOXSHARON-ANAMMOX[9](singlereactorforhighammoniumremovalovernitriteanaerobicammoniumoxidation,)CANON.CANON,,AOBANAMMOX,.CANON,AOB,DO,DO,ANAMMOX.CANON、、,[10].,,DO,SBR.,DO,ANAMMOX,AOBANAMMOX,-.,DO、ORPpH,DO=1mgL.SBRAOBANAMMOX,,.,(1),SBR-,[11],15℃30℃,ANAMMOX.,,;(2),TN,,,ANAMMOX.,,ANAMMOXSBR-.Kuypers[12],ANAMMOX,,(3)SBRANAMMOX,ANAMMOX-SBR.,,ANAMMOX,ANAMMOX,SBR-,,A(GB18918-2002)TN≤15mgL,.,ANAMMOX,ANAMMOX,ANAMMOX,TN.20057:-4 (1),SBRANAMMOX,DO≤0.30mgL,SBR-.(2)DO、ORPpH,DO≤0.30mgL,DO=1mgLSBR-.(3),ANAMMOX,,2,ANAMMOX,ANAMMOX.:[1] Dapena-MoraA,FernándezI,CamposJL,etal.EvaluationofActivityandInhibitionEffectsonANAMMOXProcessbyBatchRestsBasedontheNitrogenGasProduction[J].EnzymeMicrobTechnol,2007,40(4):859-865.[2] GaliA,DostaJ,vanLoosdrechtMCM,etal.TwoWaystoAchieveanANAMMOXInfluentfromRealRejectWaterTreatmentatLab-scale:PartialSBRNitrificationandSHARONProcess[J].ProcessBiochemistry,2007,42(4):715-720.[3] ,,,.[J].,2007,28(3):607-612.[4] ,,.SHARON[J].,2008,59(1):201-208.[5] ,,.[J].(),2006,46(12):2077-2080.[6] ,,,.[J].,2007,33(12):53-57.[7] GongZ,YangFL,LiuST,etal.FeasibilityofaMembrane-aeratedBiof
本文标题:常温城市污水同步亚硝化厌氧氨氧化研究王俊安
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