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/11121121.1500902.150090/、、DO、ORPCOD、NH+4-N。1.0mL/L、1mg/LPAM、300mg/LFe3O4COD55%0.5mg/L。1.5~5.0m3/m2·dCOD、NH+4-N70%COD。X703A1000-4602201415-0029-062012ZX07201-003-002TreatmentofDomesticSewagebyCombinedProcessofMagneticFlocculationSeparationandTricklingFilterLIYang1WEILiang-liang1ZHAOQing-liang12XINMing1WANGKun121.SchoolofMunicipalandEnvironmentalEngineeringHarbinInstituteofTechnologyHarbin150090China2.StateKeyLaboratoryofUrbanWaterResourceandEnvironmentHarbinInstituteofTechnologyHarbin150090ChinaAbstractInordertoachievehigh-efficiencysewagetreatmentandreducetheenergyconsumptionforaerationacombinedprocessofmagneticflocculationseparationandtricklingfilterfilledwithvolcanicrockandslagwasconstructed.Theoptimaldosagesofcoagulantandmagneticseedinthemagneticfloc-culationseparationunitweredeterminedandtheeffectsofthedistributioncharacteristicsofDOandORPinthetricklingfilteroperatedatdifferenthydraulicloadingratesonremovalofCODandNH+4-Nwereanalyzedtoinvestigatethetreatmentefficiencyofdomesticsewagebythecombinedprocesswiththeoptimizedoperationparameters.When1.0mL/Loffly-ashbasedcoagulant1mg/LofPAMand300mg/LofmagneticseedFe3O4weredosedCODremovalrateofmorethan55%couldbeachievedinthemagneticflocculationseparationunitwiththeeffluentTPoflessthan0.5mg/L.Afterthesubsequenttreatmentwithtricklingfilteratahydraulicloadingrateof1.5to5.0m3/m2·dtheremovalratesofCODandNH+4-Nweremorethan70%.ThecombinedsystemcouldeffectivelyremoveCODnitrogenandphosphorussynchronously.·92·301520148CHINAWATER&WASTEWATERVol.30No.15Aug.2014Keywordsdomesticsewagemagneticflocculationseparationtricklingfilteroperationef-ficiencynitrogenandphosphorusremoval。SBR、CAST、A2/O1~3、。、、、。。、。、4、。5-、。/、。11.1/1。1/Fig.1Flowchartofcombinedprocessofmagneticflocculationseparationandtricklingfilter。12L10min。。180cm9cm60cm5cm。30cm。160%。Fe3O4PAM。6、1~2cm6~13cm2/g34%53%1.07g/cm31.25g/cm3。COD、SS、NH+4-N、TN、TP200~380、160~220、30~40、40~50、3~7mg/LDO0.4~0.9mg/LpH6.4~7.610~18℃。7。1.281∶3805℃1h。2mol/L1∶31g∶3mL30min。10500mL0.1、0.2、0.3、0.4、0.5、0.6、0.7、0.8、0.9、1.0mL3min300r/min10min60r/min20min2cmCODTP。1.3。500mL300r/min·03·3015.watergasheat.com1.0mL/L2minpH7.00、50、150、250mgPAM3min。40.5mgPAM。8。1.46L/d10L/d6COD、NH+4-NDO。NH+4-NCOD70%。10d1.5、3.0、4.0、5.0m3/m2·dORPCOD、NH+4-N。COD、NH+4-N1.5m3/m2·d30、60、90、120、150、180cmCODNH+4-N。1.5COD、NH+4-NTPDOORP。22.12.1.1CODTP2。1.0mL/LCODTP55%80%。Fe3+Al3+Fe3+Al3+。>1.0mL/LCODTP。TPFePO4FePO4。1.0mL/L。2COD、TPFig.2RemovalefficiencyofCODandTPunderdifferentdosagesoffly-ashbasedcoagulant2.1.2PAMPAM3。3PAMFig.3VariationofsludgesettlingrateunderdifferentdosagesofmagneticseedandPAMPAM1mg/LTP100mg/L86%<500mg/L89%<300mg/L94%>300mg/LTPTPFePO49。3PAM·13·.watergasheat.com/301510。300mg/LPAM1mg/L。2.22.2.1DO1.5m3/m2·dDO4。DO0.4~0.9mg/LDO2.3mg/LDO、120cmDO。4DO15℃Fig.4Dissolvedoxygendistributionalongheightoftricklingfilter15℃DO、。15℃22℃。150cmDO。DO。DO。DODO0.5mg/LDO>0.5mg/L。2.2.2ORPORP5。1.5、3.0、4.0、5.0m3/m2·dORP90、60、0、0cmORP。ORPCODORP11。1.5m3/m2·dDOORPDOORP。ORP。DOORP。DOORP。5ORPORP4.0、5.0m3/m2·d。ORPORP。5ORPFig.5VariationofORPalongheightofTFunderdifferenthydraulicloadingrates2.2.3CODNH+4-NCOD6。1.53.0m3/m2·dCOD80%85%。COD①·23·3015.watergasheat.com②DO。4.05.0m3/m2·d。6CODNH+4-NFig.6RemovalofCODandNH+4-NalongheightofTFunderdifferenthydraulicloadingratesNH+4-N。NH+4-N。。6bNH+4-N。NH+4-N70%3.0m3/m2·d。2.3COD、NH+4-NTP370、40、7mg/L170、37、0.5mg/L。1.5m3/m2·dCOD150cmCOD75%COD40mg/L7。DO30~90cmCOD。71.5m3/m2·dFig.7Removalofpollutantsunderahydraulicloadingrateof1.5m3/m2·dNH+4-N10mg/L。15mg/L。DO、NH+4-N、12。NH+4-N85%NH+4-NA。120cm150cm10mg/LNH+4-N·33·.watergasheat.com/30154.5mg/L。Rahimi13。TP0.5mg/L0.45mg/LTP。3①、PAM、Fe3O41.0mL/L、1mg/L、300mg/LCOD、NH+4-NTP370、40、7mg/L170、37、0.5mg/L。②/1.5m3/m2·d、160%COD、NH+4-N、TP90%、87%、95%COD、NH+4-NTP40、4.5、0.45mg/LGB18918—2002A。③TP、CODNH+4-N。1.J.200834825-26.2.J.201012533-35.3.J.200528179-81.4.J.20122821138-141.5.-J.200424227-29.6.D.2011.7.CEPT-TF-UFD.2013.8.J.200728112507-2514.9ZhaoYXiBLiYetal.Removalofphosphatefromwastewaterbyusingopengradientsuperconductingmag-neticseparationaspretreatmentforhighgradientsuper-conductingmagneticseparationJ.SepPurifTechnol201286255-261.10TauxeLSteindorfJLHarrisA.DepositionalremanentmagnetizationTowardanimprovedtheoreticalandex-perimentalfoundationJ.EarthPlanetSciLett20062443/4515-529.11ZhuHYanBXXuYYetal.RemovalofnitrogenandCODinhorizontalsubsurfaceflowconstructedwet-landsunderdifferentinfluentC/NratiosJ.EcolEng20146358-63.12AlmstrandRLydmarkPSorenssonFetal.Nitrifica-tionpotentialandpopulationdynamicsofnitrifyingbac-terialbiofilmsinresponsetocontrolledshiftsofammoni-umconcentrationsinwastewatertricklingfiltersJ.BioresourTechnol2011102177685-7691.13RahimiYTorabianAMehrdadiNetal.Simultaneousnitrification-denitrificationandphosphorusremovalinafixedbedsequencingbatchreactorFBSBRJ.JHazardMater20111852852-857.1990-。E-maillylee_hit@126.com2014-03-20·43·3015.watergasheat.com
本文标题:磁絮凝分离生物滤池组合工艺处理生活污水的效能李洋
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