MBBR工艺在污水处理中的应用李娜

21檽檽檽檽檽檽檽檽檽檽檽檽檽檽檽檽檽檽殦殦殦殦2017－09－112013ZX07202－010－02201602683L2014437F15－199－1－211981—1958—。MBBＲ121*2111．1100042．110034MBBＲ20。MBBＲMBBＲ。MBBＲX703A1008－021X201721－0181－02ApplicationofMBBＲProcessinWastewaterTreatmentLiNa12HuXiaomin1*LiGuode2JiangBinhui1LiLiang11．SchoolofＲesourcesandCivilEngineeringNortheasternUniversityShenyang110004China2．ExperimentalCenterofShenyangNormalUniversityShenyang110034ChinaAbstractMBBＲprocessisakindofnewfluidbedbiofilmreactordevelopedinthe20thcenturywhichhasattractedmuchattentioninthefieldofsewagetreatmentinviewofitsmanyadvantagescomparedwiththetraditionalactivatedsludgemethod．ThispaperintroducestheprincipleandadvantagesofMBBＲprocessandsummarizestheapplicationstatusofMBBＲprocessinthefieldofdomesticwastewatertreatmentindustrialwastewatertreatmentnitrogenremoval．KeywordsMBBＲdomesticwastewaterindustrialwastewaternitrogenremovalMovingBedBiofilmＲeactorMBBＲ20AnoxKaldnesSINTEF1－2。MBBＲMBBＲ。1MBBＲMBBＲ。MBBＲ。MBBＲ3－51234MBBＲCOD5。2MBBＲMBBＲMBBＲ6－7。2．1MBBＲDr．G．V．Ｒ．SrinivasaＲao8MBBＲ。MBBＲBODCOD。6．9120cm。MBBＲ、、。。23BODCOD。·181·MBBＲDOI:10.19319/j.cnki.issn.1008-021x.2017.21.073。。MBBＲ。9MBBＲCODBA。2．2MBBＲ10MBBＲMBBＲCOD。CODMBBＲCOD。E．E．Schneider11MBBＲMBBＲ。HＲT6hVB/VＲ0．6MBBＲ。COD40～75mg/L、2～6mg/L69%～89%、45%～86%。5mgL15minMBBＲ。BACMBBＲ。CAGDOC2．1～3．8mg/LDOC52%～75%。。2．3MBBＲJ．C．Leyva－Díaz12－MBBＲ－MBＲ。MBBＲ－MBＲMBBＲ－MBＲ。HＲT9．5hNOB。、。MLSSAOBNOBDeNB5%1%3%18%5%2%。MBBＲ－MBＲ71．81%±16．04%YA=2．3465mgO2mgN－1μmA=0．7169h－1KNH=2．0748mgNL。13MBBＲA/OHＲT、CODCOD。MBBＲA/O。COD100025mg/LHＲT8hMBBＲA/OCOD92%、94%78%、82%。MBBＲ。MBBＲCODA/OCOD。3MBBＲ、、、、MBBＲ。1degaardHＲustenBWestrumT．Anewmovingbedbiofilmreactor－applicationandresultsJ．WatSciTech19942910157－165．2ＲustenBKolkinnOOdegaardH．MovingbedbiofilmreactorsandchemicalprecipitationforhighefficiencytreatmentofwastewaterfromsmallcommunitiesJ．WatSciTech199736671－79．3．MBBＲPUJ．201647117－20．4JenniferLShoreWilliamSM＇CoyClaudiaKGunschetal．．ApplicationofamovingbedbiofilmreactorfortertiaryammoniatreatmentinhightemperatureindustrialwastewaterJ．BioresourceTechnology201211251－60．5LeeWKangILeeC．Factorsaffectingfiltrationcharacteristicsinmembrane－coupledmovingbedbiofilmreactorJ．WaterＲesearch2006401827－1835．6ChistenssonMagnusWelanderetal．TreatmentofmunicipalwastewaterinahybridprocessusinganewsuspendedcarrierwithlargesurfaceareaJ．WaterScienceTechnol20044911－12207－214．7LoulidouMXZouhoulisAI．Comparisonoftwobiologicaltreatmentprocessesusingattached－growthbiomassforsanitarylandfillleachatetreatmentJ．EnvironmentalPollution20011115273－281．8DrGVＲSrinivasaＲaoSrinivasaMurtyKNagendraBabuD．BiokineticsofremovalofBODandCODfromdomesticsewageusingfluidizedbedbio－reactorJ．InternationalJournalofEngineeringandScience2015551－6．9．MBBＲJ．20144582920－2927．10．MBBＲJ．201328476－79．11SchneiderEECerqueiraACFPDezottiM．MBBＲevaluationforoilrefinerywastewatertreatmentwithpost－ozonationandBACforwastewaterreuseJ．WaterScience＆Technology201163113－147．12Leyva－DíazJCGonzález－MartínezAMuňíoMMetal．Two－stepnitrificationinapuremovingbedbiofilmreactor－membranebioreactorforwastewatertreatmentnitrifyinganddenitrifyingmicrobialpopulationsandkineticmodelingJ．ApplMicrobiolBiotechnol20159910333－10343．13．MBBＲA/OJ．20071719－23．．MBBＲJ．20174621181－182．·281·SHANDONGCHEMICALINDUSTＲY201746