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MBBR郑兰香1 彭党聪2(1. 750021;2. 710055) (MBBR)。NO-3-N0.32kg/(m3·d),MBBR33.7mg/g,100μm;COD166.5mg/(g·h),32.1mg/(g·h)。 MBBR CODTheCharacteristicsofBiologicalDenitrificationofMBBRZHENGLanxiang1 PENGDangcong2(1.SchoolofResourceandEnvironment,NingxiaUniversity Yinchuan750021)Abstract Thecharacteristicsofbiologicaldenitrificationofamovingbedbiofilmreactor(MBBR)isstudiedbasedonthediscussiononthedenitrificationprincipleofbiofilm.Undertheconditionofloadwith0.32kg/(m3·d),theaverageattachedbiomassis3.77mg/gandthethicknessofbiofilmisabout100μm;CODdegradationrateis166.5mg/(g·h)andnitratedegradationrateis32.1mg/(g·h).Keywords MBBR biomass thicknessofbiofilm nitratedegradationrate CODdegradationrate 。,COD、NO-3-N,,(1)。,。1 (MBBR),()(),,,。MBBR,。1 1.1 PM1[1],0.9~1.6mm,1.35mm,sature[2]1.51mm,1.05g/cm3。2,4.0L,100r/min,1.1L,27.5%。SBR,8,180min,5min,159min,1min,15min;2.0L,(HRT)6h。2 1.2 ,,NH4Cl,Na2HPO4KH2PO4,COD/NO-3-N=5NaNO3,[3]1mL/L。1.3 COD;NO-3-N;NO-2-NN-(1-)-。:,105℃W0,700℃WW′,(W0-W)/(W-W′)VS(mg),VS(volatilesolid)VSS(volatilesuspendedsolid)[4]。2 2.1 ,NO-3-N0.32kg/(m3·d),。、3、4。3、4,NO-3-N0.32kg/(m3·d),926,,VS33.7mg/g,、COD·33·2006328August2006 IndustrialSafetyandEnvironmentalProtection,SS120mg/L,。20。(VS+VSS)13.408g,(VS)12.048g。(VS+VSS)3.352g/L,(2~4g/L)。3 、COD,SS4 28d,200mL,。65d,、,(VS)33.7mg,SS120mg/L。,,。2.2 ,,:,r,,δ,ρ,mi,:ρ4π3[(r+δ)3-r3]=mign,M,M=∑i=1…nmi,:M=∑i=1…nmi=nmi=nρ4π3[(r+δ)3-r3],δ:δ=3Mnρ4π3+r3-rρ=1.02g/cm3[5],0.135cm,r=0.0625cm,gn=845,g33.7mg,δ=114μm;sature,δ=95μm。,,,100μm。,,,。2.3 ,[6],、、ATP、[7],COD(NUR)。COD,5。,,NO-3-NgVS32.1mg/h,CODgVS166.5mg/h。6,。,0.6mg/L。,。5 COD、NO-3-NVS=0.1415g6 NO-2-N、、(NO-3-N)gVSS7~20mg/h[8];ChudobaMixazur,10mg/(g·h)[9]。,,;,,,。3 ·34·易新贵( 510000) ,,,,,,,。。 TheApplicationofModifiedUnderflowManpowerSwampedLandTechnologyontheTreatmentfortheTownRiverSewageYIXingui(SouthChinaInstituteofEnvironmentalSciences,SEPAGuangzhou510000)Abstract Modifiedunderflowmanpowerswampedlandtechnologyisappliedtotreattownriversewageandtheresultsshowthatithasgoodapplicationvaluetotreatthelivingandriversewage,withstablesystem,easyoperation,lowtechnicalrequirements,lowinvestment,lowrunningcostandgoodtreatmenteffects.Keywords modifiedunderflowmanpowerswampedland sewagetreatment townriversewage ,。,,,V,、。,。1 H,16km2,3.5km,。。V,、。1.1 1.1.1 ,12kt/d,8kt/d,10kt/d。:Q=10kt/d,1.4,Q=14kt/d。1.2 1.2.1 1。1 mg/LCODCrBOD5SSTPNH3-N2401201003.02510.01.2.2 COD、BOD、SS《》(DB44/26-2001) MBBR)。(NO-3-N)0.32kg/(m3·d),MB-BR(VS)33.7mg,100μm,COD166.5mg/(g·h),32.1mg/(g·h)。1 ..[].:,20042 ,,,..(),2000,132(3)3 WFuchs,GSchatzmayr,RBraun.Nitrateremovalfromdrinkingwaterusingamembrane-fixedbiofilmreactor.ApplMicrobialBiotechnol1997(48):2672744 BruceERittmann,PerryL.Environmentalbiotechnology:PrinciplesandApplications,McCarty,:,()5 StefanWasche,HaraldHorn,DietmarC,etal.Influenceofgrowthcon-ditiononbiofilmdevelopmentandmasstransferatthebulk/biofilminter-face.WaterResearch,2002(36):477547846 ,..,2002,22(1)7 ,,..:8 MHenze.Capabilitiesofbiologicalandnitrogenremovalprocessesfromwastewater.WatSciTech,1991,23:6696799 PChudoba,MPannier,ATruc,etal.Anewfixed-filmmobilebedbioreactorfordenitrificationofwastewaters.WatSciTech,1998,38(8-9):233240 郑兰香,1979年生,女,宁夏大学资源环境学院助教,硕士,研究方向:环境污染控制、环境影响评价。(:20051124)·35·2006328August2006 IndustrialSafetyandEnvironmentalProtection
本文标题:MBBR的生物反硝化特性郑兰香
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