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A2/O11121.6500322.671600A2/O。1.0×104m3/d、A2/O《》GB18918—2002B。A2/OX703C1000-4602201122-0082-04EngineeringApplicationofImprovedA2/OProcessinSmall-scaleWastewaterTreatmentPlantHUXiao-yong1YANGWei1GENGYan-qiong1ANZheng-fu21.MunicipalDesignandResearchBranchYunnanDesignInstituteKunming650032China2.BureauofHousingandUrban-ruralDevelopmentofBinchuanCountyBinchuan671600ChinaAbstractThedesignandoperationofanimprovedA2/Oprocessinasmall-scalewastewatertreatmentplantYunnanProvinceareintroduced.Thetreatmentcapacityis1.0×104m3/d.Therawwastewateriscompletelydomesticsewage.Thetwo-sitesludgerefluxandpre-anoxictankareadoptedintheimprovedA2/Oprocess.TheeffluentqualitymeetsthefirstlevelBcriteriaspecifiedintheDischargeStandardofPollutantsforMunicipalWastewaterTreatmentPlantGB18918-2002andtheprocessiseconomicandfeasible.KeywordsimprovedA2/Oprocesstwo-sitesludgerefluxpre-anoxictanknitrogenandphosphorusremovalA2/O、、、。、、、12A2/OUCT、Phostrip、Biowin、VIP、A2/O3。、A2/O。11.0×104m3/d3.0×104m3/d、1。、A2/O《》GB18918—2002B。·28·2722201111CHINAWATER&WASTEWATERVol.27No.22Nov.20111、Tab.1Designinfluentandeffluentqualitymg·L-1BOD5CODSSTNTPNH3-N120~200200~350120~30025~404~815~25160280200326202060202018152A2/O2.11。、、A2/O。。1A2/OFig.1FlowchartofimprovedA2/Oprocess2.2A2/OA2/OA2/O、A2/O2。。4。5。2A2/OFig.2FlowchartofimprovedA2/Oreactors33.1、、、。0.8m25mm1.5kW。321360m3/h100kPa22kW。0.82m5mm1.5kW。3.0m1.50m1.50m1.70m。1.10kW。0.37kW。0.5m3/d2.35m3/min0.06MPa。3.2A2/OA2/O25000m3/d2。41.6m×17.6m×5.0m。A2/O3。①、1。②2。③2420m3/h13kPa5.5kW、。④∶∶=12.5∶9∶7。3021m6m3/m·h。·38·.watergasheat.comA2/O27222A2/OTab.2DesignparametersofimprovedA2/Oreactors/℃15/kgBOD5·kg-1MLSS·d-10.12/kgBOD5·m-3·d-10.23/g·L-13.0/d12/%200/kgO2·h-1168/%100/h14.41HRT0.52h108m3HRT1.69h353m3HRT2.5h520m3HRT9.7h2022m33A2/OFig.3SchematicdrawingofimprovedA2/OprocessA2/O、3。3A2/O、Tab.3InfluentandeffluentqualityofimprovedA2/OprocessCODBOD5SS1/mg·L-1212425541.922.22.61/mg·L-1122415.80.180.35/%94.3495.2492.7362.2999.1686.592/mg·L-1148389742.314.73/mg·L-1132417.92.640.40/%91.2294.7495.8857.6882.0486.40。1、2。A2/OCODBOD591.2%、94.7%、PHA67。57.6%~62.2%。880%~90%NO-3-N、NO-2-NNO-3-N、NO-2-N6NO-3-N、NO-2-N86.4%。5。314.7~22.2mg/L2.64~0.18mg/L82.0%~99.1%。3.3。、4.0mA2/O、9.2m7.0m321100%211。3.42、。20m4.0m0.5m4.5m。1.05m3/m2·h0.636m3/m2·h。1N=0.37kW。3.56.0m×6.0m×5.0m4.0m。1m。。41.75hm22541.650.62/m30.30/m3。·48·2722.watergasheat.com5、A2/O。。SBR、A2/O。1.A2/OJ.2008341038-41.2.A2/OJ.2006222318-21.3.A2/OJ.201026179-82.4.A2/OJ.200675132-134.5.A2/OJ.20093212139-142.6.A-A2/OJ.20083112150-153.7.A2/OJ.2008242286-89.8.A2/OJ.2008341227-30.E-mailhxy_water@126.com櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵櫵2011-07-30··20112011111—5。、、、。。、、、、、。。、DB100、HM600MH500PLCciwai、、RS2100、。GoodriveGoodrive300。。Goodrive100、Goodrive35、。———UPS。·58·.watergasheat.comA2/O2722
本文标题:改良A2O工艺在小型污水厂的工程应用胡晓勇
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