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当前位置:首页 > 商业/管理/HR > 质量控制/管理 > 分段进水对改良A2OBAF双污泥系统反硝化除磷脱氮的影响南彦斌
39420184ENVIRONMENTALSCIENCEVol.39No.4Apr.2018A2/O-BAF1211111*1.7300702.100124A2/O-BAFC/NCOD.7∶3COD、NH+4-N、TN、TP174.99、58.19、59.10、5.15mg·L-1COD、NH+4-N、TN、TP29.48、4.07、14.10、0.44mg·L-182.12%、92.76%、75.45%、91.20%DPAOs/PAOs98.81%85.77%92.33%.A2/O-BAFC/N.C/NX703.1A0250-3301201804-1704-09DOI10.13227/j.hjkx.2017092612017-09-282017-10-185166803310100420170631991~E-mail2474347552@qq.com*E-mail476411589@qq.comEffectofStepFeedonDenitrifyingPhosphorusandNitrateRemovalinaModificationoftheTwoSludgeA2/O-BAFSystemNANYan-bin1PENGYong-zhen2ZENGLi-yun1ZHAOZhi-chao1LIUHong1LIHui1CHENYong-zhi1*1.SchoolofEnvironmentalandMunicipalEngineeringLanzhouJiaotongUniversityLanzhou730070China2.NationalEngineeringLaboratoryofUrbanSewageAdvancedTreatmentandResourceUtilizationTechnologyBeijingUniversityofTechnologyBeijing100124ChinaAbstractAmodificationofthetwosludgeA2/O-BAFsystemwasusedtotreatlowC/Nrealdomesticsewage.Inordertoimprovetheutilizationofthecarbonsourcetheeffectsoftwostepfeedspre-anoxiczoneandanoxiczoneondenitrifyingphosphorusandnitrateremovalwerestudied.AccordingtotheformulaofmaterialbalanceforCODtheutilizationofcarbonsourcewasanalyzedandevaluatedunderdifferentratiosofstepfeedsimultaneously.Theresultsshowedthatwhentheratioofstepfeedwas7∶3andtheinfluentconcentrationsofCODNH+4-NTNandTPwere174.9958.1959.10and5.15mg·L-1respectivelytheireffluentconcentrationswere29.484.0714.10and0.40mg·L-1andtheremovalrateswere82.12%92.76%75.45%and91.20%respectively.ItwasfoundthatwhentheratioofthedenitrifyingphosphorusaccumulationorganismstothephosphorusaccumulationorganismsDPAOs/PAOswas98.81%theefficienciesofdenitrifyingphosphorusandnitrateremovalwereoptimum.Byoptimizingstepfeedthecarbonsourcewasutilizedeffectivelyandtheefficienciesofnitrogenandphosphorusremovalwereimprovedsimultaneously.ThetheoreticalbasishasthusbeenprovidedforthemodificationofthetwosludgeA2/O-BAFsystemtotreatlowC/Nwastewater.KeywordsratioofstepfeeddenitrifyingphosphorusandnitrateremovalutilizationofcarbonsourcesmaterialbalancelowC/NC/N1.23、456~8.9A/O.10A2/O.11A2/OC/NTNTP.12UCTC/N34A2/O-BAFTN.A2/O-BAF.A2/O-BAFCODA2/OPAOs13.A2/O-BAFC/NPAOsDPAOsPAOs.11.11A2/O60L10、、、1∶2∶5∶28.28LBAF23.5L.、、、BAF.1A2/O-BAFFig.1SchematicdiagramofthestepfeedenhancedA2/O-BAFprocessA2/OBAFNH+4-NBAFA2/O.24~27℃180L·d-1A2/OHRT8hSRT12dDO2~3mg·L-1100%200%MLSS2000~2800mg·L-1BAFDO6~8mg·L-15∶5run1、6∶4run2、7∶3run3、10∶0run4.1.21.1Table1InfluentcharacteristicsCOD/mg·L-199.33~257.36188.75NH+4-N/mg·L-138.53~81.7060.26NO-2-N/mg·L-10.00~0.930.22NO-3-N/mg·L-10.17~1.140.59TN/mg·L-138.95~91.4261.57TP/mg·L-11.76~8.074.90pH7.43~7.657.5414COD、NH+4-N、NO-3-N、PO3-4-P、TNTP.MLSS、MLVSSSV30min.pH、DOMulti-3420.1.3CODCODCOD215507139Minf.COD=MPDN.COD+MANA.COD+MANl-S.COD+Ms-eff.COD+MW.COD+Meff.COD1Ms-eff.COD=Qin1+Qin2+QR+Qr·cS.COD-ceff.COD2Meff.COD=Qeff·ceff.COD3MW.COD=QW·XW·f·fCV4Minf.CODCODMeff.CODCODMPDN.CODA2/OCODMANA.CODCODMANl-S.COD、CODMs-eff.CODBAFCODMW.CODCODmg·d-1Qin1、Qin2、QRQrQWQeffL·d-1cin1、cin2、CODcS.CODCODceff.CODCODXWmg·L-1ffCVCODmg1.48mgCOD16.2A2/O-BAFCODFig.2BalanceanalysisofCODinthemodifiedA2/O-BAFsystem1.4DPAOsPAOs17.2PO3-4-PRan、PURanPURo18Ran=2mg·L-1g·L-1×h5PURan=2mg·L-1g·L-1×h6PURo=2mg·L-1g·L-1×h7Ran、PURanPURoRanmax、PURanmaxPURomaxPURanmax/PURomaxDPAOs/PAOs.22.13COD99.33~284.45mg·L-1COD40mg·L-1《》GB18918-2002A80%COD.4COD.CODCODCOD235.29%、59.09%、71.42%、63.82%32.79%、30.56%、21.35%、17.02%.PAOsDPAOs19BAFBAF60714A2/O-BAF3CODFig.3CODremovalrateofthesystemunderdifferentoperationalconditions、20CODBAF.24COD57.38%、75.00%、85.77%、76.60%91.57%、91.81%、92.93%、91.75%3COD.2.2NH+4-N、TN5NH+4-NTN38.53~81.70mg·L-138.95~91.42mg·L-14NH+4-NNH+4-N5mg·L-190.00%NH+4-N5∶54CODFig.4CODconcentrationsindifferentstagesunderdifferentoperationalconditions2CODTable2MaterialbalanceofchemicaloxygendemandCOD/mg·d-1Minf.CODMeff.CODMPDN.CODMANA.CODMANl-S.CODMs-eff.CODMW.CODrun124787.3510565.103657.151219.058127.003250.802379.63run229257.207314.309264.783413.348939.706501.604430.57run322836.873250.807963.216256.814876.203254.402130.44run438196.908939.7013815.9010564.206502.506501.601725.56TN80.67%TN10∶0TN74.93%TN21.7071395NH+4-NTNFig.5NH+4-NandTNremovalefficienciesofthesystemunderdifferentoperationalconditionsNH+4-N、NO-3-N6NH+4-N6NH+4-NNO-3-NFig.6NH+4-NandNO-3-NconcentrationsindifferentstagesunderdifferentoperationalconditionsBAFNH+4-NNO-3-NBAFNH+4-N86.18%22.NO-3-N80714A2/O-BAF1BAFNO-3-NBAF75%BAF.NH+4-NBAFNH+4-N5∶5TN80%TN7∶3TN14.10mg·L-175.45%10∶0NO-3-N13mg·L-1TN5∶523.NO-3-N18NO-3-NTN.2.3TP7.TP1.76mg·L-17.65mg·L-1TP0.74、0.55、0.44、0.63mg·L-188.03%、89.17%、91.20%、87.20%TP7∶3TP0.39mg·L-1.7TPFig.7TPremovalefficienciesofthesystemunderdifferentoperationalconditions8PAOs11.PAOsPAOsDPAOsPHBNO-3-NDPAOs244HRT3.2、2.66、2.28、1.6hHRT2.28hTP25C2h.HRTPAOsHRTPAOs18A2/O-BAFPAOs.DPAOsHRTDPAOs.8PO3-4-PFig.8PO3-4-PconcentrationsindifferentstagesunderdifferentoperationalconditionsPAOs、/9.9071399/Fig.9Anaerobicphosphorusreleaseandanoxic/oxicphosphorusuptakeunderdifferentoperationalconditions10∶046.18mg·L-1.10、/Fig.10RanmaxPURanmaxPURomaxandDPAOs/PAOsunderdifferentoperationalcondition
本文标题:分段进水对改良A2OBAF双污泥系统反硝化除磷脱氮的影响南彦斌
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