高浓度废水处理中厌氧反应器的研究与开发刘永红

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ResearchanddevelopmentofanaerobicreactorsinthebiotreatmentprocessesofhighlyconcentratedwastewatersLiuYonghong1,2,ZhouXiaode1,HeYanling3,YangShucheng3(1.InstituteofWaterResourcesandHydro-electricEngineering,Xi’anUniversityofTechnology,Xi’an710048,China;2.DepartmentofChemicalEngineering,Xi’anPolytechnicUniversity,Xi’an710048,China;3.DepartmentofEnvironmentalScienceandEngineering,Χi’anJiaotongUniversity,Xi’an710049,China)1,2,1,3,3(1.,710048;2.,710048;3.,710049)[]、、3。-3,。,。[];;[]X703[]B[]1005-829X(2010)08-0006-04Abstract:NowadaysthethreekindsofhighlyconcentratedwastewaterswhichcausethemainstemsofriverstobepollutedseriouslyinChinaarefrompaper-making,printing&dyeingandade-makingindustries.Therecentappli-cationsofanaerobic-aerobicbiologicalprocesseswhichuseanaerobicreactorasitscoretechnologytothetreatmentofthethreekindsofwastewaters,andtheirproblemsinthepopularizationandapplicationfieldsarereviewed.Itwaspointedoutthatusingtheintersectionalsuperiorityofmultiplesubjectsforthefundamentalresearchoftheoryandapplicationofthehighlyefficientanaerobicreactorisanimportantdevelopingtrendinsolvingtheproblemsofhigh-lyconcentratedindustrialwastewaterpollutioninChina.Keywords:highlyconcentratedindustrialwastewater;biotreatment;highlyefficientanaerobicreactor[]“”(2009ZX07212-002-002);(20946001);(20080440192);(2008K07-14);(09JK453),。,。,-,,〔1〕。,,、。2001,2000(UASBEGSB75%)、、、、〔2〕。。30820108IndustrialWaterTreatmentVol.30No.8Aug.,20106——2010-08,30(8),EGSBICUASB〔3〕。。、、,,。1、、1.1。20066500t,2010。,200643.5t,18.1%;COD182.2t,COD33.6%。,,〔4〕。1.2。,20062031,。,。2006,18.45t,、、。200723~30t。7%,。、,。,,,PVA、,CODmg/L2000~3000mg/L,COD70%50%,COD30%。,,。1.3。,200770%,57.13t,54.8%。,。2000t,COD6~7t。,、。、、。,〔5〕。2、—,。,、。2.1。2060。:,、、、;2090-。1995KNP-BT(KappaZülpich)—,1.5~4.0m3〔6〕。2000“”,。,。,:7——2010-08,30(8),;,,,。。2a,UASBEGSB。2001〔7〕。,,PaquesBiothane。〔8〕。2005(ZL200510042780.7)。1。2002,〔9〕。2004UASB,〔10〕,2。UASB350m3,SBR400m3。90~110m31.6m3,。2.2。—2〔11〕:(1),、,,,;(2),,。W.Somasiri〔12〕UASB,COD6000mg/L,COD90%92%。〔13〕UASB-SBR,COD3900mg/L、1350,COD84mg/L、17,。。。〔14-16〕:(1)COD。95%,20%,COD。(2)。、,。(3)。、、、,,,。。,,。——。8——2010-08,30(8)COD。2.3、pH、、,COD、。,,、、、、,〔17〕。+,。UASB,〔18-19〕。—。UASB、、、,。,1、2、1UASB1。UASBCOD10~17kg/(m3·d),COD80%~90%,〔20〕。,,。。。。。3,—。、,。—、。[][1]LettingaG,FieldJ,vanLierJ,etal.Advanceanaerobicwastewatertreatmentinthenearfuture[J].Wat.Sci.Tech.,1997,35(10):5-12.[2]FrankinRJ.Fullscaleexperienceswithanaerobictreatmentofin-dustrialwastewater[J].Wat.Sci.Tech.,2001,44(8):1-6.[3],,.[J].,2010,29(1):163-167.[4],,.[C]//(2).:,2009:254-258.[5].[J].,2008,34(6):112-115.[6]HabetsLHA,KnelissenJH,HooimeyerA.Improvedpaperquali-tyandrunabilitybybiologicalprocesswaterrecoveryinclosedwa-tercircuitsofrecyclemills[C]//TappiEnvironmentalConference.Or-lando:Florida,1996:5-8.[7],,.[J].,2003(4):5-7.[8],,.[J].,2007,33(2):58-62.[9].[J].,2004,22(2):13-16.[10],,.[J].,2007,26(4):41-43.[11]vanderZeeFP,VillaverdeS.Combinedanaerobic-aerobictreat-mentofazodyes:Ashortreviewofbioreactorstudies[J].Wa-terResearch,2005,39(8):1425-1440.[12]SomasiriW,LiXiufen,RuanWenquan,etal.EvaluationoftheefficacyofupflowanaerobicsludgeblanketreactorinremovalofcolourandreductionofCODinrealtextilewastewater[J].Biore-sourceTechnology,2008,99(9):3692-3699.[13].UASB-SBR[J].,2009(2):115-116.[14],,.-[J].,2006,32(16):33-36.[15],,.—[J].,2007,27(1):40-42.[16],,,.[J].,2008,27(11):1724-1727.[17],,,.[J].,2006,22(24):35-37.[18].UASBEIC[J].,2006,19(3):24-25.[19],,.[J].,2008,26(2):61-63.[20]Austermann-HaunU,RosenwinkleKH.Twoexamplesofanaero-bicpretreatmentofwastewaterinthebeverageindustry[J].Wat.Sci.Tech.,1997,36(2/3):311-319.[](1967—),2006,,,。:13572505762,E-mail:liuyhxa@hotmail.com。[]2010-03-11(),:9——

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