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:2002-10-10:(1935-),,,,.E-mail:zengyanzhou@yahoo.com.cn周增炎,高廷耀(, 200092):CODBOD,,.AO,BODCOD,.,,,COD88%73%.:;;;:X131.2 :A :0253-374X(2003)10-1229-03StudyonEnhancingNitrogenRemovalFunctionforTraditionalActivatedSludgeSewageTreatmentPlantsZHOUZeng-yan,GAOTing-yao(CollegeofEnvironmentalScienceandEngineering,TongjiUniversity,Shanghai200092,China)Abstract:InChina,traditionalactivatedsludgesewagetreatmentplantsusuallyhavethefunctiontoremoveCOD,BODandothercarbonaceouspollutantsandhavenofunctiontoremovenitrogen.Sotheeffluentfromtheseplantsisthemainnitrogenpollutionsourceforwaterbodies.Basedonpilotscaletest,anewAOnitrogenremovalprocesswithsuspendedbiomasspackingwasproposedinthispaper.Thenewprocesscanenhancethenitrogenremovalefficiencywithoutlos-ingtheremovalefficiencyofCODandBODoftraditionalactivatedsludgeprocess.Theresultsshowsthatthenewpro-cessrunsNH3steadilyandtheeffluentwaterqualityisbetterthantheNationalEmissionStandards.Theaveragere-movalefficienciesofCODandNH3—Nare88%and73%,respectively.Keywords:traditionalactivatedsludgeprocess;municipalsewagetreatmentplant;nitrogenremoval;sus-pendedbiomasspacking ,,.,,.,.,,.1994,,“AAO、A/A/O、AAO”3.[1~4].“AO”,,.1 AO1.1 3110200310 JOURNALOFTONGJIUNIVERSITYVol.31No.10 Oct.2003(1)24m3·d-1,,6.2m3.,(ρDO0.5mg·L-1),、、ρDO2~3mg·L-1.(2),、、,30%.,.(3),,1.5.(4)1.1 Fig.1 Schemeofnewprocess (5):6.2h,4322mg·L-1.2137mg·L-1,BOD5BOD50.09kg.1.2 (1),0.3~0.5kgBODCODBOD.,BOD50.15kg,Ns=QdρBOD5/VρMLSS(1) (1),BOD2,(1)VρMLSS.(V),,,(ρMLSS),.(2)(MLSS),,..,,().,.(3)、、、、、.,,.,“AO”.2 AO2.1 AO1.1 AOTab.1 NitrogenremovalofnewAOprocess ρCOD/(mg·L-1)1)ρ(NH3N)/(mg·L-1)ρ(NO2N)/(mg·L-1)ρ(NO3N)/(mg·L-1)1288.537.58738.410.0741.702.342241.127.78934.57.5780.501.863268.832.88830.112.0600.743.134304.335.68829.59.8671.712.935332.039.08834.29.1741.612.646257.835.18631.88.6730.763.117220.320.39132.97.2780.673.708264.027.39034.07.4780.563.85272.131.98833.28.9731.032.95 1).1230 31 2.2 (1),AO,COD88%,31.9mg·L-1.,6.2h4.6h,,2.95mg·L-1,.(2),33.2mg·L-1,8.9mg·L-1,73%,.(3),,,31.5%,.3 AO(1)A/O,,2g·L-1;,,,.(2)A/O,,,A/O..A/O250%~400%,,1.5.(3)A/O,,,BOD,,.(4)A/O,,.,、,,.4 (1)AO,NH3—N.,,,.,,.AO,CODBOD,,.(2)AOA/O,,.A/O,,,,,,,AO.(3)AO:4g·L-1,2g·L-1(),100%~200%,BOD5≤0.15kg(MLSS),≥5~8d.:[1] ,.[J].(),1996,24(6):647-651.[2] ,.[J].,1998,14(3):14-15.[3] ,.[J].,1998,24(12):6-9.[4] ,.[J].(),2000,28(3):324-327.1231 10,:
本文标题:传统活性污泥法污水厂增加脱氮功能的研究周增炎
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