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A2/O121223421.7100682.7100553.7100774.710054A2/O。、、COD、TN、NH3-N、TP、SS90.5%、67.18%、86.43%、54.8%、95.8%。、。A2/OX703C1000-4602201121-0059-04EffectAnalysisofInvertedA2/OProcessforTreatingMunicipalSewageWANGShe-ping12HUANGNing-jun1SHAOJun-feng2PENGDang-cong2SUAi-ni3LUHai-feng4YINBo-han21.Xi’anMunicipalEngineeringDesignandResearchInstituteCo.Ltd.Xi’an710068China2.SchoolofEnvironmentalandMunicipalEngineeringXi’anUniversityofArchitectureandTechnologyXi’an710055China3.No.3WastewaterTreatmentPlantXi’an710077China4.No.4WastewaterTreatmentPlantXi’an710054ChinaAbstractTheactualoperationeffectoftheinvertedA2/OprocessformorethanhalfyearintheNo.4WastewaterTreatmentPlantofXi’anCitywasinvestigated.Theresultsshowthatthetreatmentprocesshasadvantagesofstrongresistancetoshockloadinggoodtreatmenteffectandstableeffluentquality.TheaverageremovalratesofCODTNNH3-NTPandSSare90.5%67.18%86.43%54.8%and95.8%respectively.Inadditionthesecondarysettlingtanksludgefloatinglowremovalef-ficiencyofTPandsoonareanalyzedandrelevantcountermeasuresareproposedtoprovidereferenceforoptimizeddesignandoperationmanagementofsimilarwastewatertreatmentplants.KeywordsinvertedA2/Oprocessmunicipalsewageremovalofnitrogenandphosphorus2009ZX07317-009、。//A/A/OA2/O12·95·2721201111CHINAWATER&WASTEWATERVol.27No.21Nov.2011。。A2/O200910—20105。11.125×104m3/dA2/O++。→→→→→→→→→→→→→→→→→。200810NH3-N、TN、COD、SSTP《》GB18918—2002B。1A2/O。1A2/OFig.1SchematiclayoutofinvertedA2/Oprocess2、4L×B=118.3m×100m7.0m6.0m。HRT11h0.11kg-BOD5/kgMLSS·d3040mg/L200%14d。、4×63.1kW4×3532L/s7kPa13kW30576。200916~20×104m3/d。80%20%HRT13.67~15.33h3000~5000mg/L。1.2200910—20105A2/O、13.0~26.0、16.0~26.0℃、pH6.54~8.03、6.80~8.041。SS、SS、。1A2/O、Tab.1QualityofinfluentandeffluentofinvertedA2/Oprocessmg·L-1CODNH3-NTNTPSS187.9~464.1827.73~51.6449.37~73.723.68~7.02110~66012.9~38.20~16.2015.9~23.60.62~4.333~191.3BOD5CODTNNH3-NTPPO3-4-PMLSS。22.1CODA2/OCOD2。2CODFig.2RemovalofCOD2A2/OCOD187.9~464.18mg/L304.61mg/L·06·2721.watergasheat.comCOD27.5mg/L90.5%GB18918—2002A。CODCODA2/O。5000mg/L3040mg/LHRTHRT。2.2NH3-N、TNA2/ONH3-N、TN3。3NH3-N、TNFig.3RemovalofNH3-NandTNA2/ONH3-N、TN40.37、57.33mg/L5.3、18.6mg/LNH3-NTN86.43%67.18%。375~120d13~15℃TNTN45mg/LTN。NH3-NTNA2/O3DO2mg/L。2.3TPA2/OTP4。4TPFig.4RemovalofTP4TP7.02mg/L4.91mg/L4.33mg/L2.10mg/LTP54.8%GB18918—2002B。。5000mg/LHRT1h。2.4SSSS110~660mg/L372mg/L260mg/LSS14.2mg/L95.8%A2/OSS。·16·.watergasheat.comA2/O27213①。5000mg/L3000mg/L。②。200911。。4。③。5HRT。。4①A2/OCOD、TN、NH3-N、TP、SS90.5%、67.18%、86.43%、54.8%、95.8%。。②。。1.A2/OJ.200016711-15.2.A2/OJ.200624329-30.3.A2/OJ.200432156-59.4.A2/OJ.2010261343-45.5.J.200123539-42.02988405170E-mailwsp901@vip.sina.com2011-04-23·26·2721.watergasheat.com
本文标题:倒置A2O工艺对城市污水的处理效果分析王社平
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