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高浓度有机废水厌氧处理技术的研究进展与应用现状(黑龙江省科学院科技孵化中心,黑龙江哈尔滨150090) :介绍了污水厌氧处理技术的发展历程,并重点阐述了近年来应用较为广泛的典型厌氧消化工艺,目前该领域的主要研究方向及其存在的问题,分析了厌氧消化技术在高浓度有机污水资源化处理领域的广阔应用前景。:高浓度有机废水;厌氧处理;反应器:S157.2 :A :1009-3230(2010)12-0006-04AdvancesandApplicationonAnaerobicDigestionofHigh-concentrationOrganicWastewaterXUXiao-qiu(STIncubationCenterofHeilongjiangAcademyofSciences,Harbin150090,China)Abstract:Thepaperintroducesthedevelopmenthistoryofanaerobicsewagetreatment,summarizesthetypicalanaerobicdigestiontechnologyrecentlyandanalyzestheapplicationprospectofanaerobicdigestionforhigh-concentrationorganicwastewaterindetail.Keywords:High-concentrationorganicwastewater;Anaerobicsewagetreatment;Reactor 、,,,。,COD500-1000mg/L,COD1000mg/L[2]。、,,,COD、BOD、,,。,3:、,、、,。,:2010-09-21 :2010-10-10:,。,,、、、、、。1 厌氧处理工艺的研究进展、。100,。1.1 100,,,,[2]。1860Mouras[3]。1895Donald1[4]。2050,,6 201012(156),Stander22d[5]。50,Schro-epfer[6,7],,,。1.2 ,。。SRTHRT,HRT。60YoungMcCarty(AF)[8]。AF,,,。4～5kgCOD/(m3·d)10～15kgCOD/(m3·d)[9]。70,Lettinga(UASB),,、、,、。UASB,[10]。1.3 ,UASB,、、,,2090,(EGSB)、(IC)、(UBF)(ABR)。:(1);(2);(3);(4)。EGSB2090,Wageingen,UASB,,UASB,[11]。IC2080PAQUES,UASB,,[12]。UFBBiothane,UASB,,。2 厌氧处理工艺的应用现状100,,,,、。2.1 (UASB)(UASB)Lettinga1980[13]。、、、、、。UASB、()。,。,,。,,,,,,,,,,,,,。7201012(156) ,,,。UASB:UASB,20～40gVSS/L;,;,,,;,。:,,100mg/L;,;,。2.2 (CSTR),CSTR,。,。,、、。、。,。。,。:CSTR。,,。,,。、,。2.3 IC(IC)2080PAQUES。ICCOD,。COD,,,,,。ICUASB,UASB,,、,10m/h,20m/h,,。,,。IC、,、,、,。2.4 (ABR)(ABR)McCarty1982,、ABR、ABR,[14],,。ABR,。,。ABR,,,。,,,。ABR、、、、、8 201012(156)、、;、、、、、;、、。3 发展趋势,,。,。,。1997,W.Verstraete[15]:(1);(2);(3)、;(4)SOx。,N、P、S、、。[1] 陈晓蕾.中高浓度有机废水的新型高效处理技术———“ASBRSBR”的应用研究[D].广州:华南师范大学,2008.[2] 童昶,沈耀良,赵丹,等.厌氧反应器技术的发展及ABR反应器的工艺特点[J].江苏环境科技,2001,14(4):9-11.[3] MccartyPL.OnehundredYearsofAnaerobicTreat-ment.Anaerobicdigestion[M].Amsterdam:Proc.oftheSecondInt.Symp.onAnaerobicDigestion,1981.[4] LMetcalf,HPEddy.AmericanseweragePractice,Ⅲ[A].Disposalofsewage(1ed.)[C].McGraw-HillBookCompany,Inc.,NewYork,1995.[5] GJStander.Eff1uentsfromFermentationIndustries.PantⅣ.ANewMethodforIncreasingandMaintainingEfficiencyintheAnaerobicDigestionofFermentationEffluents[J].JournaltheInstituteofSewagePurifica-tion,1950,(4):438.[6] SchroepferGL.TheAnaerobicContactProcessasAp-pliedtoPackingHouseWastes[J].SewageandInd.Wastes,1955,27(4):460-486.[7] 贺延龄.废水的厌氧生物处理[M].北京:中国轻工业出版社,1999.[8] JYoung,JPMcCarty.Treatmentofdomesticstrengthwastewaterwithanaerobichybridreactors[J].WaterPollutControlFed,1969,(41):160-173.[9] DWTaylor.Full-ScaleAnaerobicFilterTreatmentE-valuation[A].In3rdNationalSymposiumonFoodProcessingwastes[C].U.S.EnvironmentalProtectionAgency,1972:151.[10] 任南琪,王爱杰.厌氧生物技术原理与应用[M].北京:化学工业出版社.2004.[11] MKato,JAField,RKLeerebezem,etal.Treatmentoflowstrenghwastewaterinupflowanaerobicsludgeblanket(UASB)reactors[J].JFermentBioengi-neer,1994,(77):679-685.[12] 马溪平,厌氧微生物学与污水处理[M].北京:化学工业出版社,2005.[13] 魏勇,郑喜胜,刘振钢.工程实践中提高UASB反应器处理效率的研究[J].2006,19(3).[14] BachmannA,BeardVL,McCartyPL.Comparisonoffixedfilmreactorswithamodifiedsludgeblanketreactor.Pollut.Technol.Rev.,1983(10):382-402.[15] VerstraeteW,VandevivereP.Broaderandnewerap-plicationsofanaerobicdigestion[A].Proceedingsofthe8thInternationalConferenceonAnaerobicDiges-tion[C].Sendai:SendaiInternationalCenter,1997,67-74.9201012(156)