您好,欢迎访问三七文档
当前位置:首页 > 商业/管理/HR > 公司方案 > ABR处理硫酸盐有机废水的相分离特性研究
31720107ENVIRONMENTALSCIENCEVol.31No.7Jul.2010ABR541004ABR32LABR132dCODSO2-4、VFAS2-.132dABRCODSO2-41.5kg·m3·d-13.3kg·m3·d-10.07kg·m3·d-10.18kg·m3·d-1CODSO2-495%85%.COD1、4、5SO2-4VFAS2-CODSO2-4VFAS2-VFAS2-、.ABRSMPAX703.1A0250-3301201007-1544-102009-08-192009-11-300701K0022009200911LX1032008“”0810595121970~E-mailsvmsung2996@sina.comPhaseSeparationCharacteristicsofanAnaerobicBaffledReactorTreatingOrganicWastewaterContainingSulphateJIANGYong-rongHUMing-chengLIXue-junNONGYi-ningDENGXiu-meiRONGCui-juanZHOURuo-meiWEITian-yinCollegeofElectronicEngineeringGuilinUniversityofElectronicTechnologyGuilin541004ChinaAbstractPhaseseparationcharacteristicsofanaerobicbaffledreactorABRtreatingorganicwastewatercontainingsulphatewereinvestigatedina5-compartmentABRwithaneffectivevolumeof32L.Duringastart-upexperimentsof132daysthechemicaloxygendemandCODandsulphateSO2-4removalefficiencyvolatilefattyacidVFAandsulfideS2-distributionineachcompartmentweremeasured.ThemicrobiologycommunitiesofgranularsludgewerealsoinvestigatedbyscanningelectronicmicroscopeSEM.Theexperimentalresultsshowedthatlowinfluentloadingandlowincreasearethekeystostart-upofABR.ThevolumetricloadingratesofCODandSO2-4increasedstageandstagefrom1.5kg·m3·d-1to3.3kg·m3·d-1andfrom0.07kg·m3·d-1to0.18kg·m3·d-1for132dandachievedastablestatethatresultedin95%CODand85%SO2-4removal.CODhadthetrendofdecreasingwithcompartmentsalongflowdirectionit'sremovalrateincompartment14and5tookthelargeproportionintotalCODremovalrateandsulphateremovalrateintheinitialthreecompartmentstookthelargeproportionsinthetotalsulphateremovalrate.TheVFAandS2-concentrationswerehighintheinitialthreecompartmentsandobviouslydeclinedinthefinaltwocompartments.WiththeloadingrateincreasetheproportionofCODandSO2-4removalratesinthefinalroomincreasedthehighestandthelowestpointofVFAandS2-concentrationsweregraduallymovedtohindroom.TheSEMobservationindicatedmicrobiologycommunitiesofgranularsludgeineachcompartmentwerecooperativeandspecificitshowedthattheacidogenicphaseandmethanogenicphasesulfate-reducingphaseandsulfur-producingphasewereseparatedintheABR.KeywordsorganicwastewatercontainingsulphateanaerobicdigestionanaerobicbaffledreactorABRstagedmulti-phaseanaerobicSMPAmicrobiologycommunityseparation、、、、、..SRBMPB1.———MPBSRB2.3.4~7..7ABRanaerobicbaffledreactorABRUASBSMPA、89、10~13.ABR、14.ABR15~17COD/SO2-4ABRABR.ABRCODSO2-4、VFAS2-.11.1ABR5mm××=575mm×110mm×600mm32L.5、2∶145℃50mm.32℃±1℃.1.1.2.3.4.5.6.7.8.9.10.ABR11.1Fig.1Experimentalconfiguration1.2.NH4HCO3KH2PO4COD∶N∶P=200∶5∶1Na2SO4、NH42SO4MgSO4·7H2OFe、Cu、Co、Ni、MnNa2CO3pH7.3d75.8g·L-1MLVSS/MLSS=0.71/2.1.3COD18SO2-418S2-18VFA19pH-FEIQuanta200FEG20.1.4HRT132d.VFApH.VFApHAB.CODHRTHRTVFA921.ABRABRVFApHSO2-4———S2-SRBCSB.22.1CODSO2-42CODSO2-44.111dHRT36hCOD2000mg·L-14000mg·L-11.5kg·m3·d-12.7kg·m3·d-1SO2-4100mg·L-1200mg·L-10.07kg·m3·d-15451310.14kg·m3·d-1.7dCOD90%COD73~180mg·L-1SO2-485%SO2-418mg·L-1.9d11dCOD64%52%COD1500mg·L-1.pH5d6.911d5.1VFAVFA13~16mmol·L-146.22CODCODSO2-4.MPBSRBSRB1、2VFAVFApHMPB.2.212~44dHRT36hSO2-4100mg·L-10.07kg·m3·d-1.CODCODCOD2000mg·L-13000mg·L-1COD1.3kg·m3·d-11.9kg·m3·d-1.13dCOD26%COD1400mg·L-1.17dCOD44dCOD90%COD100~200mg·L-1SO2-490%.3.345~84dSO2-4100mg/LHRTCOD.HRT34h45~56d、32h57~68d30h69~84dCOD3300mg·L-14000mg·L-1COD2.3kg·m3·d-13.3kg·m3·d-1.COD95%COD180mg·L-1SO2-490%..485~132dHRT30hCOD4000mg·L-1SO2-4SO2-4.SO2-4120mg·L-1220mg·L-1SO2-40.10kg·m3·d-10.18kg·m3·d-1.COD95%SO2-485%SO2-430mg·L-1.220mg·L-10.18kg·m3·d-1SRBMPB、H2SRBMPB..2.4.2CODCOD.2、3、4CODSO2-43.COD1、4、5SO2-4CODSO2-4.Vossoughi15155ABRCOD1.02kg·m3·d-1SO2-40.09kg·m3·d-130dCOD3.00kg·m3·d-1CODSO2-41.2、3COD2、3S2-COD5SO2-4S2-5SO2-4.2.2VFAS2-41VFA900mg·L-123dVFA1020mg·L-117dVFA450mg·L-123、4VFA300mg·L-1.S2-10mg·L-1.64517ABR2CODSO2-4Fig.2CODandSO2-4concentrationsCODandSO2-4removalrateoftheABRststemduringitsoperation3CODSO2-4Fig.3RemovalratesofCODandSO2-4variationineachcompartment32dVFA、S2-COD2.31~33d20℃.1、2、3VFAS2-4、5VFA800mg·L-14S2-21.58mg·L-1.4、5———MPBCSBVFAS2-4、5MPBCSB.VFAS2-VFAS2-AB、MPBSRB、CSB.52、3、4VFAS2-.531、2、3VFAS2-4、5VFAS2-.CODSO2-42.1.23.451、2、3、、、SRBVFA、、4、54、5.1、2、3VFAS2-7451314Fig.4ChangeofvolatilefattyacidandsulfideconcentrationwithtimeintheABR5Fig.5Volatilefattyacidandsulfideineachcompartment4、5VFAS2-.444、5.CSBS04、5S2-.、.4、5S2-S2-MPB3VFA.4、5VFACOD.2425.ABRCSBMPB.2~4VFAS2-2VFAS2-24VFAS2-3VFAS2-24VFAS2-44、5..VFAWang14、She26Zhu2784517ABR142627ABRVFAVFA.SO2-4S2-S2-S0ABRSMPA.2.3pH6pHVFA41pH11dpH5.12pH7.03、4pH7.0.pH4~6.5pH6.5~8.228.pH5.0~6.0SRBpH2.5~4.5SRB29.30CSBpH6~8pH8~8.5.pH、.6pHFig.6ChangeofpHwithtimeintheABR7pHFig.7pHineachcompartment7pH.pH.pH2pH4.56、4.73、5.02、6.12、6.98COD3pH24SO2-4pH31pH4.06ABSRBVFApHpH4.72、6.54、7.06.ABSRB、CSBMPBABMPBCSB.pH.2.41~52.2、0.9、0.7、1.8、0.7mm.、、945131、、.1、2、34、5.3118~100m·h-120m·h-1.1~536、23、26、39、24m·h-120m·h-1.1441.132d8~10.818a8b.11.8Fig.8Appearanceandporousnessofgranularsludgeineachcompartment05517ABR9.1、2、3、、9a~9c1.32ABR331、2、3.49d0.1~0.2μm9e.3435CSBCSBJanssen36S8.59f1137Methanothrixsoehngenii.、.38.9Fig.9Microbialstructureofgranularsurfaceineachcompartment10.1、2、310a~10c
本文标题:ABR处理硫酸盐有机废水的相分离特性研究
链接地址:https://www.777doc.com/doc-903590 .html