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当前位置:首页 > 商业/管理/HR > 质量控制/管理 > 化学混凝对UASB工艺处理低浓度生活污水的影响聂丽君
UASB(茂名学院,广东茂名 525000) :UASB,UASB,,。UASB。SS,FeCl370mg/L,t(HRT)2h,UASBCOD50%~60%。:;UASB;:X703.1 :A :1004-695X(2003)02-0037-02StudyonInfluenceofChemicalCoagulationonTreatmentofLow-concentrateSewagewithUASBProcessNIELi-Jun(MaomingCollege,Maoming,Guangdong525000,China)Abstract:SuspensionsundegradedsufficientlytendtocompileinUASBreactorduringthedisposeoflow-concentratesewagewithUASBprocess,whichleadstotheactivedecreaseofanaerobicsludgeexistinginparticlemorphology,thereforeaffectingthetreatmenteffectofUASBprocess.ChemicalcoagulationisappliedtopretreatsewageforstudyingitsinfluenceontherunningofUASBprocess,theresultsshowthatchemicalcoagulationcansuccessfullyremovetheSSininletwater,whenthedoseofFeCl3is70mg/L,HRTistwohours,andtheremovalrateofCODisabout50%~60%,satisfactoryresultsareobtained.Keywords:Chemicalcoagulation;UASBprocess;Sewage ,[1,2],UASB(UpflowAnaerobicSludgeBlanket),[3],。,,UASB,,。UASB。SS,,0.1mm。、、、,。1 。UASB,,UASB。,1。COD,[4]。1 t/℃pHρ(CODt)/(mg·L-1)ρ(CODd)/(mg·L-1)ρ(SS)/(mg·L-1)11~256~8150~50080~20070~700 :CODtCOD,CODdCOD。:2003-01-16;:2003-02-26(1971—),,,,,,,10。1.1 静态混凝实验,FeCl3,10%。,1L6。3716 220036,FeCl30,20,40,60,80,100mg/L。,,,,30min,COD。8,1。1 COD 1,FeCl3,COD,100mg/L,[5],,FeCl360mg/L,60~80mg/L,,70mg/L。1.2 动态混凝试验,20L。、、、、5,,。UASB,,,70mg/L,COD55%。,UASBt(HRT)4h2h。2。2 /min20310202050 :17min,2h。2,2COD,3。3 、CODCOD/(mg·L-1)COD/(mg·L-1)COD/%CODd/(mg·L-1)3792254015170mg/L,2 COD COD44%,(55%),,;,。3,CODCODd,CODs,SS。,UASB。2 UASBUASB,3。,,UASB,70mg/L,,、CODCODd,,UASB,45。3 -UASB4 USAB、COD(下转第54页)3816 2.UASB20034《》(GB12348—90)《》(GB3096—93),。[2](PNC)、、,,。。,,A,C。C,。2 (1) ,。(2) ,。,。,。,、、。,。,,[3]。[1],,,。(3), ,,,。3 ,,。,。,。[][1] ,.[M].:,1997[2] ,,,.[M].:,1988[3] GBJ87-85.[S](上接第38页)5 UASB、CODd 70mg/L,UASB[t(HRT)=2h],COD50%~60%,CODd40%~50%。SS,UASB。3 (1),FeCl360~80mg/L;(2)70mg/L,:COD,55%40%;(3)70mg/L,t(HRT)4h2h,UASBCOD50%~60%,CODd40%~50%,;(4)UASBCODCODs,SS,UASB。[][1] .[M].:,1998.469-490[2] Collivignarelli.Anaerobic-AerobicTreatmentofMunici-palWastewaterswithFull-ScaleUpflowAnaerobicSludgeBlanketandAttachedBiofilReactors[J].WatSciTech,1990,22:475-482[3] ,,.UASB[J].,2003,13(1):6-9[4] 《》.[M].3.:,1994.11[5] ,,,.[J].,1999,25(11):14-165416 2.20036
本文标题:化学混凝对UASB工艺处理低浓度生活污水的影响聂丽君
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