MBBR11121.2665552.030002A2/O-MBBRA“”SPR-2《》CJ/T461—2014。、AⅣCOD、、TNTP19.66、0.87、11.37、0.24mg/L93.1%、97.9%、76.8%、93.3%。SND。79%SNDTN。MBBR、、。MBBRATU992A1000-4602201815-0006-06ApplicationofMBBRProcesstoUpgradingandReconstructionofWWTPinShanxiProvinceWUDi1ZHOUJia-zhong1ZHENGZhi-jia1GUANMan21.QingdaoSpringWaterTreatmentCo.Ltd.Qingdao266555China2.TaiyuanMunicipalEngineeringDesign&ResearchInstituteTaiyuan030002ChinaAbstractAwastewatertreatmentplantWWTPinShanxiProvincewasupgradedandretrofittedintheabsenceofnewlandaddedwheremodifiedA2/O-MBBRprocesswasusedtoensuretheeffluentqualitystablymeetingthefirstlevelAstandardofDischargeStandardofPollutantsforMunicipalWastewaterTreatmentPlantsGB18918-2002.Usingtheconceptof“mosaic”theanaerobiczonewasdividedintopre-anoxicandanaerobiczonesandtheaerobiczonewasdividedintoanoxicandaerobiczones.TheSPR-2suspendedfillerswereaddedintoaerobiczonewhichmetthestandardofHighDensi-tyPolyethyleneSuspendedCarrierforWaterTreatmentCJ/T461-2014.AfterupgradingtheWWTPsuccessivelyexperiencedthelowtemperatureinwinterandinfluentqualityfluctuationbuttheeffluentqualitywasstillsuperiortolevelAstandardevensomeindicatorshadreachedclassⅣofEnvironmentalQualityStandardsforSurfaceWater.TheaverageconcentrationsofCODNH3-NTNandTPineffluentwere19.66mg/L0.87mg/L11.37mg/L0.24mg/Landtheaverageremovalrateswere93.1%·6·341520188CHINAWATER&WASTEWATERVol.34No.15Aug.201897.9%76.8%and93.3%respectivelyshowingagoodlowtemperatureresistanceimpactresistanceandsynchronizedenhancednitrogenandphosphorusremoval.Thetotalenergyconsumptiondidnotchangesubstantiallyafterupgrading.TheamountofcarbonsourceaddedwasonlyhalfofthedesignvaluethroughthereasonableprocesslayoutandappearanceofSNDphenomenoninaerobiczone.High-throughputsequencingandbiomassmeasurementindicatedthatthesludge-biofilmcompositeprocesshadformedbyaddingthefillerswhichoptimizedcolonydistributionandincreasedthediversityofflorainthesystem.Suspendedfillerplayedanimportantroleintheenrichmentofnitrifyingbacteriaandthecontributionofthefillerstonitrificationaccountedfor79%inwinter.Thepresenceofaamountofdeni-trifyingbacteriaonthesuspendedcarrierprovidedamicroscopicguaranteefortheSNDphenomenonef-fectivelyreducingtheconsumptionofcarbonsourceandincreasingtheTNremoval.MBBRprocesshastheadvantagesoflesslandoccupationhighloadstrongshockloadingresistancewhichissuitableforupgradingandretrofittingofWWTP.KeywordsupgradingandreconstructionMBBRfirstlevelAstandardNitrospiraNi-trosomonasAⅣ。、、、。、MBBR。2008MBBR1。10MBBR800×104m3/d、、。MBBR“”MBBR。、。MBBRA2/O-MBBR。16×104m3/d。A/O10℃《》GB18918—2002。2016A。CODACODTN50%。A①。A。②TN。A/OTN50%TN77%。③。。④。。A2/O、JSBC、MBBR、、、。MBBR、、、MBBR。①1。·7·.watergasheat.comMBBR34151Tab.1Designwaterqualityofinfluentandeffluentmg·L-1CODBOD5NH3-NTNTPSS53015051654.5460≤50≤10≤58≤15≤0.5≤10②1A2/O-MBBR。1Fig.1Schematicofbio-reactorbeforeandafterupgrading③10%~30%70%~90%。④SPR-225±0.5mm10±1mm620m2/m3《》CJ/T461—2014。22.1CODCOD2。COD448mg/LCOD30mg/L91.6%COD310mg/LCOD19.66mg/L93.1%A。6000mg/LCOD。MBBRHRTCOD。COD。、、COD、2。2CODFig.2CODremovalefficiencyofbio-reactorbeforeandafterupgrading2.2NH3-NNH3-N39.58mg/LNH3-N4.83mg/L87.8%NH3-N40.21mg/LNH3-N0.87mg/L1.5mg/L97.9%。AⅣ。。·8·3415.watergasheat.com。8~10℃A。315℃5℃。。6~8℃。、MLSS4000mg/L3h61mg/L54mg/L6h45mg/L0.064kg/m3·dMBBR50%3h62mg/L37mg/L6h25mg/L0.202kg/m3·d3.15。4MBBR10℃0.4kg/m3·d。513.4℃A/O-MBBR。4~6℃0.15~0.20kg/m3·d。。2.3TNTN54.59mg/LTN17.98mg/L66.3%TN50.58mg/LTN11.37mg/L76.8%A3。3TNFig.3TNremovalefficiencyofbio-reactorafterupgradingCODBOD5COD0.2~0.3BOD5/TN2.43~3.66TNCOD。6mg/LTN50mg/L。50%TN。6TN3~6mg/LTN。SNDTN7。2.4TPAOCTP3.72mg/LTP0.52mg/L86.0%TP3.61mg/LTP0.24mg/L93.3%A4。4TPFig.4TPremovalefficiencyofbio-reactorafterupgradingVFATP8。TP10.8mg/LTP3。MBBR·9·.watergasheat.comMBBR3415。3。0.3752kW·h/m3A0.3808kW·h/m3。。4MBBRSND201712A。5.23g/LVSS/SS=0.4512.6g/m2VSS/SS=0.86。3.8×107g2.8×107g。21.36。295<0.01%21323382。30d。2Tab.2DiversityindexofsludgeandfillerShannonChao1CoverageSimpson353477.16786010.790.0036479417.14749590.830.0046GP10、GP6、GP4、Ni-trosomonas、Nitrospira。GP10、GP6、GP45。NitrosomonasAOB5.16%0.8%NitrospiraNOB6.54%1.52%。Nitrospira。NitrospiraAOBNOB9~11。11.7%2.3%。5Fig.5AnalysisofbacteriainactivatedsludgeandsuspendedcarrierbiofilmRhodobacter、Hy-phomicrobium、Terrimonas、Flavobacterium0.85%、0.81%、0.55%、0.54%5.89%Thauera、Aquabacterium、Arcobacter2.45%、1.89%、1.25%12.5%。SND。79%21%MBBR。5①MBBRCOD、、TNTP19.66、0.87、11.370.24mg/LAⅣ。②MBBRSND。③79%SND·01·3415.watergasheat.comTN。④MBBR、A。1.MBBRJ.201026271-73.WangZhutianYeLiangZhangXinyanetal.Applica-tionofMBBRprocesstoupgradingandreconstructionofWWTPJ.ChinaWater&Wastewater201026271-73inChinese.2.MBBRⅣJ.2017331493-98.YangYuxingWuDiSongMeiqinetal.ApplicationofnewMBBRinWWTPupgradingtomeetclassⅣsurfacewaterstandardJ.ChinaWater&Wastewater2017331493-98inChinese.3MauretMPaulionEPeutch-CostesEetal.Applicationofexperimentalresearchmethodologytothestudyofni-trificationinmixedcultureJ.WaterSciTechnol1996341/2245-252.4.MBBRJ.200824993-96.ShaoShuhaiCuiChongweiZhangAietal.Pilot-scaleresearchontreatmentofmunicipalwastewaterbytwo-stageMBBRatlowtemperatureJ