高浓度有机废水处理技术的发展

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X,(,300071):,UASB:;;UASB1,COD2000mgPL1990,1200t,250400t,110t,1600t[1],,,,,2,BOD51000mgPL,,[2],,1kgCOD113118kwh,,[3],,(SBR)[4];,(RI)[5][6],[7][3]:(1);(2);(3);(4);(5),;(6);(7),CODCr1000mgPL,,CODCr4000mgPL,,,,15100kgCODPm3d,,,(),,,,,pH,3UASB,[1][3][8][9]UASB,UASBWageningenLettinga1980,1990,UASB205,287722m3[10]UASB[1118]1UASBUASB,(,),,,,UASB50100kgPm3d,1012h,,VSS4512319996URBANENVIRONMENT&URBANECOLOGYVol12,No.3Jun.1999X:1999-02-02©1995-2006TsinghuaTongfangOpticalDiscCo.,Ltd.Allrightsreserved.2025gPL,0.55.0mm,10251080kgPm3,SVI1020mlPg,,,,,,,,,,,,[1921]Hulshoffpol22,:1UASB(1),,;(2);(3),;(4),,,UASB,[23][24][25],26,UAHB[27],UASB(UAHB),UASB,[25]UASB,,UASB,,,,,UASB:(1),(2)[28][29][10][30],,UASB,,,UASB,[9]:(1),,,,(2),,(3),,,(4),,:(1),(2)NH3,(SRB)(MB)[31][32],,,UASB[33],,SO422,,4,UASB,,,,:1..:,19912..:55©1995-2006TsinghuaTongfangOpticalDiscCo.,Ltd.Allrightsreserved.,19833..,4.SBR,,1996;12,8105...1993;318216..,1995;10,28307UseoftheUpflowSludgeBlanker(USB)ReactorConccptforBiologicalWastewaterTreatment,EspeciallyforAnaerobicTreatment,BiotechnologyandBioegineering,1980811,199691,,199810G.LeggingaandL.W.HulshoffPOL.UASB-Processde2signforvarioustypesofwastepapers,Wat.Sci.Tech.1991;24,8,87107111UASB1,1994;11,37121UASB1,1997;10,306308131UASB,1411,1998;3,153159151UASB-1,1996;2,2931161UASB,,1994;3,113118171UASB,,1995;14,3,713181VB1211,1996;10,111519Effectofdegradationkineticsonthemicrostructureofanaer2obicbiogranules,Wat.Sci.Tech.1995;31.8,16517220AerbertH.P.Fang.EffectofsubstratesontheUASBpro2cess,EnergTechnolProprep21stcentury,1,19019721G.YangandG.K.Anderson.Effectsofwastewatercomposi2tiononstabilityofUASBJournalofEnvironmentalEngineer2ing119(5),95897722HulshoffPOL,L.W.ThePhenomenonofGranulationofAnaerobicSludge.Ph.D.Thesis.TheNetherlands;Wau,1989231UASB1,1996;3,1214241UASB,,1996;4,5456251StudyonpromotingefficiencyofUpFlowAnaerobicSludgeBlanketprocessbyimprovinggranulation,DepartmentofCivilEngineering,theGraduateSchoolofEngineering,YamaguchiUniv.Japan.26Nishiwaki.M.andKiriyama,AnadditionofmethanoltowastewatercontributestoshortentheUASBstart-upperi2od,JounalofJapanSocietyonWaterEnvironment,1994;17,79580427PerformanceofLaboratoryanacerobichybridreactorswithvaryingdepthsofmedia,EnvironmentalTechnologyletter,1986;7,445452281UASB,,1995;14,3,14291UASB.,1997;4,161830GatzelerringaandHulshoffpol,Advancedreactordesignoperationandeconomy,Wat.Sci.Tech,1986;18,2,16261634,31O1MIZVNO,Thebehaviorofsulfate-reducingbacteriainacidogenicphaseofanaerobicdigestion,Wat.Res,1998;32,5,1626-1634,32A.Visser.R.Gao&G.lettinga,EffectsofPHonmethnogen2esisandsulphatereductioninthermophilic(55)UASBreactors,BioresourceTechnology1993;44,113121331,,1997;11,4244,25,,,,DevelopmentofTechnologyofHighConcentrationOrganicWastewaterTreatmentGUCheng,LIUWei2li(DepartmentofEnvironmentalScience,NanKaiUniversity,Tianjin300071)Abstract:Thetreatmentofhighconcentrationorganicwastewaterisdiscussedinthepaper,thedevelopment,char2acteristicsandapplicationofUASBreactortohighconcentrationorganicwastewateraredescripted.Keyword:highconcentrationorganicwastewater;anaerobictreatment;UASBreactor651231999©1995-2006TsinghuaTongfangOpticalDiscCo.,Ltd.Allrightsreserved.

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