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当前位置:首页 > 建筑/环境 > 给排水/暖通与智能化 > 富氧生物膜法修复微污染水源的机理研究肖羽堂
146200511 ResourcesandEnvironmentintheYangtzeBasin Vol.14No.6Nov.2005 :1004-8227(2005)06-0796-05肖羽堂,赵美姿,高立杰(,300071) :、,2.6~3.1mg/L20℃~22℃,7d,90%。,,,。90~300NTU、NH+4-N0.5~10.0mg/L、CODMn4.0~10.8mg/L、2~8HRT1.3h、DO7.5~10.2mg/L、g/w0.5/1,,,。,0.09~0.13mm,,,,、,,,。,,。,。。:;;:A ,Ⅳ、Ⅴ,[1]。,,,[2~4]。[4~6],、,,。1 1.1 25000m3/d,2,2,:××=23.2m×3.0m×7.5m,1.0m,5.3m,0.5m。1.07∶1,1.87h,1.3h,0.066m3/minm2。,3L41WD3,,:Q=9.27m3/min,H=7000mmH2O,P=18.5kW,Υ200。2。1.2 ,2.6~3.1mg/L20℃~22℃,()(%)1。1,20℃7d,90%。,。,:0.5∶1,0.033m3/minm2,DO8~10mg/L,NH+4-N90%。,,NH+4-N,:2005-01-13;:2005-05-08:“”(96-909-03-01-02)、(J02014).:(1966~ ),,,,,.1 ()(%)Fig.1 RelationBetweenNH+4-NRemovalEfficiencyandCultureTimeofHangingFilmintheNaturalConditionsfortheStartupofBiologicalPond8h。,,,,NH+4-N;NH+4-N,,NH+4-N。,,,,。,(),。,,,,,。,,,,,,。,,,。,,,,,。,,(≤200NTU)31,1;(200NTU)21,1。,(≤200NTU)11,2;15d1,2,3~5,,。2 2.1 90~300NTU、NH+4-N0.5~10.0mg/L、CODMn4.0~10.8mg/L、2~8,HRT1.3h,DO7.5~10.2mg/L,g/w=0.5/1,。,,。,(0.10~0.20mm),(0.07~0.12mm)。,,0.12~0.20mm,,0.07~0.10mm。3。3 Tab.3 DepthDistributionoftheBiofilmonthePackings(m)0.53.56.00.53.56.00.53.56.0(mm)0.20.140.100.160.130.090.120.100.07 ,4。,4。,,。。,。5。、、,6。。、,。,27℃~30℃,,,NH+4-N,0.15797 6 :4 Tab.4 BacteriumDistributionoftheBiofilmonthePackings+++++++--+++++++--++++-++++-+++-++-+++-++++++++++++++-+++:+++;++;+;-.5 Tab.5 BacteriumDistributioninthePackings++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++////:+++;++;+.6 Tab.6 MainKindsofAnimalsattheSurfaceofBiofilmonthePackings:(Vorticellasp.):(Aeolosomasp.) (Zoothzmnimsp.) (Rotatoriasp.) (Philodinasp.):(Hydra) (Lacinulariasp.): :(Derosp.) :(Plumatellasp.) (Aulophorussp.): (Naissp.)/ (Stylariasp.)mm;,10℃~12℃,,,NH+4-N,0.11mm。,NH+4-N。BOD,。15℃,。20℃~35℃,,5℃。。NH+4-N,。,;,。,,。、,、、、。,,,。,,,0.2mm,0.09~0.13mm。,,。,,,、。,,HRT1.3h,g/w0.5∶1,DO7~10mg/L,pH6.5~7.4,(0.07~0.2mm),。2.2 、,、、。,β—,,。,,、。,;,、;798 14 。,,,NH+4-N、,,,,,。NH+4-N、,、。NH+4-N、、、、,。,,。,,,、,,。—,——,,-,。,,,,。NH+4-NCODMn,、。,;、,;,,,、;、,,;,、,。,,,,NH+4-N、。,,。NH+4-N、,,。,、,。,。,,,NH+4-N。,,。[6~7]。3 ,。,,、、、。,,,,。,。,。,。:[1] .、[J].,1998,24(2):18~20.[2] .[J].,1995,23(4):376~379.[3] LimK-Ho,ShinH-Sik.Operatingcharacteristicsofaeratedsubmergedbiofilmreactorfordrinkingwatertreatment[J].WatSciTech,1997,36(12):101~108.[4] TakasakiM,Hokim,AndersonWC.Thesubmergedbiofilmprocessasapretreatmentforpollutedrawwaterfortopwatersupply[J].WatSciTech,1990,22(2):107.[5] ,.[J]..1998,14(2):8~12.[6] , .[J].,1999,5(1):64~68.[7] LazarovaV,NogueiraR,HuckyPM.Influenceofdissolvedoxygenonnitrificationkineticinacirculatingbedreactor[J].WatSciTech,1998,37(4/5):189~193.799 6 :REHABILITATIONMECHANISMOFSLIGHTLYPOLLUTEDWATERBYOXYGENENRICHMENTANDBIOFILMDEVICEXIAOYu-tang,ZHAOMei-zi,GAOLi-jie(EnvironmentalSchoolofScienceandEngineeringofNankaiUniversity,Tianjin300071,China)Abstract:TheauthorsusedtheelasticpackingforbiofilmandfinebubbleaerationforoxygenenrichmentinthesystemofbiologicalcontactoxidationtorehabilitatetheslightlypollutedChuanyangRiverinShang-hai.ParametersofwaterqualityinChuanyangRiverwereasfollows:turbidity90~300NTU,NH+4-N0.5~10.0mg/L,CODMn4.0~10.8mg/L,andpollutionindex2~8.Establishmentofbiofilmwassuc-cessfulwithinsevendayswiththeinfluentwaterhavingaconcentrationofNH+4-N2.6~3.1mg/Landtemperature20℃~22℃.TheremovalratesofNH+4-Nwasmorethan90%.Theauthorswashedthepackingandremovedthesludgeperiodicallyinordertoavoidtheoccurrenceofanaerobicconditioninbio-filmthatwoulddecreasetheremovalrateofthepollutants.Underthenormalconditionofbio-rehabilita-tion,i.e.HRT1.3h,DO7.5~10.2mg/L,theratioofgastowater0.5,Theauthorsobservedabio-phaseenrichedwiththebacterialspeciesofvariousphysiologicalcharacteristics(aerobic,heterotrophic,andautotrophic).Thebiofilmthicknesswasintherangeof0.09to0.13mmandincreasedwithdecrea-singNH+4-Nofrawwater.Duetotheadequateconcentrationofdissolvedoxygen,theratesofmasstransportationandthusNH+4-Ndegradationwererapid.So,about90%removalofNH+4-Nwasa-chievedwithinanhour.Keywords:watersource;slightpollution;bio-rehabilitation800 14
本文标题:富氧生物膜法修复微污染水源的机理研究肖羽堂
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