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谷 成,刘维立(南开大学环境科学系,天津 300071) :,UASB、。:;;UASB1 、,COD2000mgL。1990,1200t,250～400t,110t,1600t[1],,、、、,,,。2 ,BOD51000mgL,,[2]。,,1kgCOD1.3～1.8kwh,,[3],。,(SBR)[4];,(RI)[5][6]。,[7][3]:(1);(2);(3);(4);(5),;(6);(7)。,CODCr1000mgL,,CODCr4000mgL,,,,15～100kgCODm3d,,。。。,(、、、),“”,。,,,pH。,。3 UASB,[1][3][8][9]。UASB,。UASBWageningenLettinga1980,1990,UASB205,287722m3[10]。UASB[11～18]。1UASB。UASB,(,),。,,。,。UASB50～100kgm3·d,10～12h,,VSS5412319996URBANENVIRONMENT&URBANECOLOGYVol12,No.3Jun. 1999:1999-02-0220～25gL。,0.5～5.0mm,1025～1080kgm3,SVI10～20mlg,。,,,,。,,,,,,,[19～21]。Hulshoffpol22,:1 UASB(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],,SO42-,,。4 ,UASB,,,,。:1 ..:,19912 ..:55 ,19833 ..,4 .SBR,,1996;12,8～105 ...1993;318～216 ..,1995;10,28～307 UseoftheUpflowSludgeBlanker(USB)ReactorConccptforBiologicalWastewaterTreatment,EspeciallyforAnaerobicTreatment,BiotechnologyandBioegineering,19808 ..,19969 .,,199810 G.LeggingaandL.W.HulshoffPOL.UASB-Processde-signforvarioustypesofwastepapers,Wat.Sci.Tech.1991;24,8,87～10711 .UASB.,1994;11,3～712 .UASB.,1997;10,306～30813 .UASB,14 ..,1998;3,153～15915 .UASB-.,1996;2,29～3116 .UASB,,1994;3,113～11817 .UASB,,1995;14,3,7～1318 .VB12..,1996;10,11～1519 Effectofdegradationkineticsonthemicrostructureofanaer-obicbiogranules,Wat.Sci.Tech.1995;31.8,165～17220 AerbertH.P.Fang.EffectofsubstratesontheUASBpro-cess,EnergTechnolProprep21stcentury,1,190～19721 G.YangandG.K.Anderson.Effectsofwastewatercomposi-tiononstabilityofUASBJournalofEnvironmentalEngineer-ing119(5),958～97722 HulshoffPOL,L.W.ThePhenomenonofGranulationofAnaerobicSludge.Ph.D.Thesis.TheNetherlands;Wau,198923 .UASB.,1996;3,12～1424 .UASB,,1996;4,54～5625 .StudyonpromotingefficiencyofUpFlowAnaerobicSludgeBlanketprocessbyimprovinggranulation,DepartmentofCivilEngineering,theGraduateSchoolofEngineering,YamaguchiUniv.Japan.26 Nishiwaki.M.andKiriyama,AnadditionofmethanoltowastewatercontributestoshortentheUASBstart-upperi-od,JounalofJapanSocietyonWaterEnvironment,1994;17,795～80427 PerformanceofLaboratoryanacerobichybridreactorswithvaryingdepthsofmedia,EnvironmentalTechnologyletter,1986;7,445～45228 .UASB,,1995;14,3,1～429 .UASB.,1997;4,16～1830 GatzelerringaandHulshoffpol,Advancedreactordesignoperationandeconomy,Wat.Sci.Tech,1986;18,2,1626～1634,31 O.MIZVNO,Thebehaviorofsulfate-reducingbacteriainacidogenicphaseofanaerobicdigestion,Wat.Res,1998;32,5,1626-1634,32 A.Visser.R.Gao&G.lettinga,EffectsofPHonmethnogen-esisandsulphatereductioninthermophilic(55℃)UASBreactors,BioresourceTechnology1993;44,113～12133 .,,1997;11,42～44 ,25,,,,。DevelopmentofTechnologyofHighConcentrationOrganicWastewaterTreatmentGUCheng,LIUWei-li(DepartmentofEnvironmentalScience,NanKaiUniversity,Tianjin300071)Abstract:Thetreatmentofhighconcentrationorganicwastewaterisdiscussedinthepaper,thedevelopment,char-acteristicsandapplicationofUASBreactortohighconcentrationorganicwastewateraredescripted.Keyword:highconcentrationorganicwastewater; anaerobictreatment;UASBreactor56 123 1999