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A2/O—1111221.1001242.130024A2/O—、。A2/O。A2/OA2/OC/N。、、《》GB18918—2002A。A2/O—C/NX703.1B1000-4602201110-0029-042008ZX07317-007-105、2008ZX07209-003“”QAK200802AdvancedBiologicalPhosphorusandNitrogenRemovalbyCombinedProcessA2/OandBAFCHENYong-zhi1PENGYong-zhen1WANGJian-hua1SUNHong-wei1HUOMing-xin2YANGWu21.KeyLaboratoryofBeijingforWaterQualityScienceandWaterEnvironmentalRecoveryEngineeringBeijingUniversityofTechnologyBeijing100124China2.SchoolofUrbanandEnvironmentalSciencesNortheastNormalUniversityChangchun130024ChinaAbstractTheworkingprinciplesoperationmodesandcharacteristicsofthecombinedprocessofaerobic/anoxic/oxicA2/OandbiologicalaeratedfilterBAFareintroduced.Thenitrificationissep-aratedoutbyreducingsludgeretentiontimeSRTtoachievenitrificationinBAF.TheoperationofA2/OprocessatshortSRTisfavorableforphosphorusremovalanddenitrification.TheoperationofBAFatlongSRTisfavorableforthestableandeffectivenitrification.ThenitratenitrogenreturnedfromBAFprovidessufficientelectronacceptorfortheanoxiczoneofA2/OprocessthusthenecessaryconditionfordenitrifyingphosphorusremovalwhichgreatlyrelievestheinsufficiencyofcarbonsourceduringnitrogenandphosphorusremovalfromlowC/Nratiowastewater.Thesmall-scaletestresultsshowthatthecom-binedprocesscansimultaneouslyachievetheadvancedremovaloforganicmatternitrogenandphosphor-us.TheeffluentqualitymeetsthefirstlevelAcriteriaspecifiedinDischargeStandardofPollutantsfor·92·271020115CHINAWATER&WASTEWATERVol.27No.10May2011MunicipalWastewaterTreatmentPlantGB18918-2002.KeywordscombinedprocessofA2/OandBAFadvancedbiologicalphosphorusandnitrogenremovallowC/NratiosludgeretentiontimeSRTinternalrecycledenitrifyingphosphorusremovalA2/O、、、12。A2/O、、3。、、45、、67。C/N95%《》GB18918—2002A。A2/O—A2/O、。。A2/O—、、。1A2/O—1.1A2/O—A2/O、、1。1A2/O—Fig.1SchematicdiagramofA2/O-BAFbiologicalsystem1.2①A2/O—、A2/OA2/O。、A2/O。②A2/OA2/OVFAsβ-PHAs·03·2710.watergasheat.com。PHAsC/N70%。DPAOs8。DPAOsPHAs、“”30%50%910。③A2/OTSS。1.3①、、、。②A2/O。③。④。⑤。⑥。21。1Tab.1InfluentcharacteristicsT/℃pHCOD/mg·L-1NH+4-N/mg·L-1NO-2-N/mg·L-1NO-3-N/mg·L-1TN/mg·L-1C/NTP/mg·L-114~167.3~7.6211~46665.5~71.30~0.220~0.9466.8~74.13.0~6.74.1~13.0157.434367.90.0040.0170.44.95.815~18℃A2/O96L/dHRT7.5hSRT15dMLSS4.0g/LDO1~2mg/L、DO0.1mg/LORP-350~-330mVORP-200~-150mVORP20~25mVDO4~5mg/LHRT0.5h。2。2Tab.2RemovalofvariouspollutantsunderdifferentinternalreturnratiosR=100%R=200%R=300%R=400%/mg·L-1/mg·L-1/%/mg·L-1/mg·L-1/%/mg·L-1/mg·L-1/%/mg·L-1/mg·L-1/%COD323.744.687.2273.146.282.1374.139.488.9335.844.986.1NH+4-N67.00.010068.10.998.667.20.299.769.90.998.8NO-3-N0.124.4—0.216.1—0.012.7—0.08.2—TN70.924.865.072.116.577.170.69.686.473.38.788.1TP5.70.394.75.90.296.65.90.198.35.90.198.32COD、NH+4-NTPATN200%·13·.watergasheat.comA2/O—2710TNGB18918—2002B300%400%TN9.68.7mg/LGB18918—2002AC/N、。A2/O—、、、C/N。3A2/O—、C/N、、GB18918—2002AA2/OA2/O。C/N。1.A2OC/NJ.200859123126-3131.2.A2/OJ.2006265722-727.3.A2/OJ.2003291322-26.4TairaHHiroshiTNaoyukiK.Advancedtreatmentofsewagebypre-coagulationandbiologicalfiltrationprocessJ.WaterRes200337174259-4269.5JinwooJTairaHHiroshiTetal.Developmentofbio-logicalfilterastertiarytreatmentforeffectivenitrogenre-movalBiologicalfilterfortertiarytreatmentJ.WaterRes20064061127-1136.6.J.2008241410-14.7.J.2009251292-95.8HuZRWentzelMCEkamaGA.Anoxicgrowthofphosphate-accumulatingorganismPAOsinbiologicalnutrientremovalactivatedsludgesystemJ.WaterRes200236194927-4937.9KubaTVanLoosdrechtMCMHeijnenJJ.Phosphor-usandnitrogenremovalwithminimalCODrequirementbyintegrationofdenitrifyingdephosphatationandnitrifi-cationinatwo-sludgesystemJ.WaterRes19963071702-1710.10BortoneGMasiliLibelliSTilcheAetal.AnoxicphosphorusuptakeinthedephanoxprocessJ.WaterSciTechnol1999405/6177-185.01067392627E-mailpyz@bjut.edu.cnhuomx097@nenu.edu.cn2010-12-01·23·2710.watergasheat.com
本文标题:A2O曝气生物滤池深度生物脱氮除磷工艺分析陈永志
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