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28820158ResearchofEnvironmentalSciencesVol.28No.8Aug.2015.UASB1-AO-UASB2J.20152881331-1336.WULinaSHIXiaoZHANGJieetal.AdvancedtreatmentoflandfillleachateusingtheUASB1-AO-UASB2J.ResearchofEnvironmentalSciences20152881331-1336.2015-01-162015-03-02512080402013M5413821978-wlncyj@sina.com.*1949-pyz@bjut.edu.cnUASB1-AO-UASB21212324*1.1026172.1500903.1000124.100124TN、UASB1-AO-UASB2++NH4+-NTNAO.V∶V1∶5ρCODCr、ρTNρNH4+-N1700~1800、660~700650~680mgLCODCr、TNNH4+-N95%ρTN38mgLGB16889—2008《》.FAFNANOBNO2--N80%NO2--NNO3--NUASB2.TN.X7031001-6929201508-1331-06ADOI10.13198j.issn.1001-6929.2015.08.22AdvancedTreatmentofLandfillLeachateUsingtheUASB1-AO-UASB2WULina12SHIXiao1ZHANGJie2YANGTianxue3PENGYongzhen24*1.BeijingInstituteofPetrochemicalTechnologyBeijing102617China2.StateKeyLaboratoryofUrbanWaterResourceandEnvironmentSchoolofMunicipalandEnvironmentalEngineeringHarbinInstituteofTechnologyHarbin150090China3.LaboratoryofWaterSystemsEngineeringChineseResearchAcademyofEnvironmentalSciencesBeijing100012China4.KeyLaboratoryofBeijingforWaterQualityScienceandWaterEnvironmentRecoveryEngineeringBeijingUniversityofTechnologyBeijing100124ChinaAbstractAcombinedprocessofastageupflowanaerobicsludgeblanketUASB1ananoxicaerobicAOreactorandarearUASBUASB2wasusedtotreatactuallandfillleachate.Thisprocessonlyusedtheresidualorganicmatterandinternalcarbonasthecarbonsourcetocompletelyremovetheorganicmattertotalnitrogenandammonianitrogen.Thefactorsaffectingthepartialnitrificationwerealsoinvestigated.Theinfluentleachateofthesystemwasmixedbyrawleachateanddomesticwastewaterinaratioof15.Theorganicmattertotalnitrogenandammonianitrogenoftheinfluentleachateofthesystemwereabout1700-1800660-700and650-680mgLrespectively.Theexperimentalresultsshowedthattheorganicmattertotalnitrogenandammonianitrogenremovalefficiencieswerehigherthan95%andthetotalnitrogenconcentrationoffinaleffluentwasabout38mgLwhichwaslessthantherequirementofthelatestnationalemissionstandard.InadditionthecombinedinhibitionactionoftheFAfreeammoniaandFNAfreenitriteacidtotheNOBwasthemajorreasonforthestablepartialnitrificationhigherthan80%ofthenitriteaccumulationratiointheAOreactor.OnthewholetheintegrativeprocesscouldcompletelyremovethenitriteandnitrateproducedbythenitrificationintheaerobiczoneoftheAOreactorandrealizeadvancednitrogenremoval.28KeywordslandfillleachatepartialnitrificationUASBAOfreeammoniafreenitriteacid2009NH4+-N3.22×104t.、ρNH4+-N、CN、、1-4.SBRsequencingbatchreactor、、UASBup-flowanaerobicsludgeblanket5-9.ρNH4+-N10-12ρCODCrρTNGB16889—2008《》13.〔ρCODCr500~1000mgL〕TN14.40%、25%15-17TN..18ρNO3--N.UASB1-AO-UASB2++.11.1UASB1-AO-UASB21.UASB1UASB24.25LAO15.00L101.UASB1NOx--NUASB1.AOAONH4+-N.UASB2NOx--NTN.1UASB1-AO-UASB2Fig.1FlowdiagramoftheUASB1-AO-UASB2systemTN+CODCr.V∶V1∶5.23318UASB1-AO-UASB2ρCODCr、ρNH4+-N、ρTP、ρNOx--N、ρTN8500~10000、3000~3400、9.0~15.0、0.5~15.0、3100~3500mgLpH7.50~8.50CN〔ρCODCrρTN〕2.6~2.9.ρCODCr、ρNH4+-N、ρTP、ρNOx--N、ρTN300~380、30~40、4.1~5.9、0.5~15.0、40~46mgL.ρCODCr、ρNH4+-N、ρTN1700~1800、650~680660~700mgL.ALRNH4+-N0.90kgm3·d0.20kgm3·d.1.290d4.50Ld.UASB1300%AO.UASB1UASB235℃.AO22℃ρDO0.50~4.00mgL.ρMLSS3000~4500mgL.UASB1UASB2HRT0.94dAOHRT3.33d.raw、u1eUASB1、An1AO1、O2~O102~10O10AO、c1、u2iUASB2、u2eUASB2.1.319ρCODCr、ρNH4+-N、ρNO2--NρNO3--N.ρTNTNTOCMultiNC3000.ρDOWTWDO330i.pH、pHWTWpH340i.ρFAFAρFNAFNA20ρ()FA=ρNH4+()-N×10pHexp6334273+T+10pH1ρ()FNA=ρNO2-()-Nexp-2300273+T×10pH2T℃.20.10gFastDNASPINKitforSoilDNAQBIOgeneInc.CarlsbadCADNA.hzsBHSBeta396FHSBeta742R21-23.PCR50μL10×buffer5μLdNTP2.5mmolL4μL、10.0mmolL1μLBSA0.5μLTaq2.5U0.25μLDNA2μLddH2O50μL.PCR24.22.12u1eρNH4+-N190mgLUASB1、.AOAn1ρNH4+-N90mgLO10ρNH4+-N25mgLρNO2--NρNO3--N120.028.0mgLNO2--N82%.NO2--N50%AO.UASB2OρTN38mgL40mgLGB16889—2008.1—raw2—u1e3—An14—O35—O56—O77—O88—O109—c110—u2i11—u2e.2Fig.2Variationofconcentrationsofnitrogeninthesystem3ρCODCr1700mgL.UASB1CODCr10.27kgm3·d1.80kgm3·d.UASB1u1eρCODCr440mgLAOρCODCr370~380mgLCODCr0.11kgm3·d.ρCODCrNOx--N.UASB2CODCr333128.1—raw2—u1e3—An14—O35—O56—O77—O108—c19—u2i10—u2e.3ρCODCrFig.3VariationofconcentrationofCODCrinthesystemPochana251mgTN3.5~4.5mgCODCrSUN261mgTN2.5~2.8mgCODCr.UASB2ρTN132mgL38mgL〔ρCODCr〕260~265mgL255mgL.UASB2.UASB2ρNO2--NρNO3--N20mgLρTN.UASB2PCRUASB24.05×106g-1UASB2UASB2.UASB2NOx--NTNNH4+-NTN、.UASB1-AO-UASB2CODCr、NH4+-N、TN95%、97%95%.NO3--NCN4.0NO2--NCN2.527ρNH4+-N28.NOx--NTN.2.3pHpH4.UASB1pH8.018.13An1pH8.00.AOpHO27.94O87.228pH“”29pH7.22pH7.3210.UASB2pHpH7.80.AONH4+-N.2.1NH4+-NNO2--N82%.pHNH4+-N.1—raw2—u1e3—An14—O25—O36—O57—O78—O89—O1010—c111—u2i12—u2e.4pHFig.4VariationofpHinthesystem2.4FAFNA5AOOρNH4+-NρFA5.0mgL100.2mgL.88~10ρFA0.2mgLAnthonisen20NOBρFA0.1mgLNOB.ρFNA7~10ρFNA0.013~0.015mgLVadivelu30NOBρFNA43318UASB1-AO-UASB20.011mgL7~10FNANOB.FAFNANOBAONOBAOBAO80%NO2--N.AOOρDO0.50~4.00mgL.ρNH4+-NAOρNH4+-NρFANOBAONH4+-N、NO2--NρFApHρFNANOB.ρNH4+-NρDONH4+-N、.1—An12—O33—O54—O75—O10.5AOρFAρFNAFig.5VariationofconcentrationsofFAandFNAinAOreactor3aV∶V1∶5ρCODCr、ρNH4+-N、ρTN1700~1800、650~680660~700mgLUASB1-AO-UAS
本文标题:UASB1AOUASB2深度处理垃圾渗滤液吴莉娜
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