CIBR刘礼祥, 章北平, 周红燕, 吴云生, 颜 岗(华中科技大学环境科学与工程学院,湖北武汉430074) : 开发了一种新型一体化反应器———CIBR,通过维持厌氧、缺氧和好氧的交替运行,实现了单池连续流同步脱氮除磷。在低温(平均水温为12.24℃)状态下设定了6种工况进行脱氮除磷的中试,结果表明,在曝气为2h、搅拌为2h、静沉为2h的工况下CIBR出水COD、NH3-N、TN和TP的平均值分别为29.46、2.86、11.24和0.94mg/L,满足GB18918—2002的一级B标准,但当进水TP持续较高(≥4mg/L)时,需辅助物化处理或后处理方可实现TP的达标排放。综合有机物降解、脱氮除磷及能耗,确定工况2(曝气:2h,搅拌:1h,静沉:1h)为最佳工况。 : 污水处理; 一体化CIBR反应器; 脱氮除磷; 低温:X703.1 :A :1000-4602(2006)19-0021-04 :(863)(2003AA601110)Pilot-scaleStudyonRemovalofNitrogenandPhosphorusbyIntegratedContinued-flowIntermittent-aerationBiologicalReactoratLowTemperatureLIULi-xiang, ZHANGBei-ping, ZHOUHong-yan, WUYun-sheng, YANGang(SchoolofEnvironmentalScienceandEngineering,HuazhongUniversityofScienceandTechnology,Wuhan430074,China) Abstract: Anewkindofintegratedcontinued-flowintermittent-aerationbiologicalreactor(CIBR)wasdeveloped.Bymaintainingthealternativeoperationofanaerobic,anoxicandaerobicprocess,simul-taneousnitrogenandphosphorusremovalswereimplemented.Sixdifferentmodesofnitrogenandphos-phorusremovalswerestudiedatlowtemperature(averagewatertemperaturebeing12.24℃).There-sultsshowthatundertheconditionsofaeration,mixingandsettlingperiodsbeing2hourseach,theaver-ageconcentrationsofCOD,NH3-N,TNandTPintheeffluentare29.46mg/L,2.86mg/L,11.24mg/Land0.94mg/Lrespectively,satisfyingthefirstB-gradedischargestandardspecifiedinGB18918-2002.However,whenconcentrationofTPintheinfluentexceeds4mg/L,chemicalmethodsorotherpost-treatmentprocessneedtobeappliedinordertomaintainTPconcentrationatthedischargestand-ards.Consideringthequalitativeremovalsoforganics,nitrogenandphosphorus,theefficientconsump-tionofenergyandtheratioofaeration,themodeⅡinwhichtheperiodsofaeration,mixingandsettlingare2h,1h,and1hrespectivelyisconsideredoptima.l Keywords: municipalsewagetreatment; integratedcontinued-flowintermittent-aerationbiologi-calreactor; nitrogenandphosphorusremoval; lowtemperature ,,,A2/O、21第22卷 第19期2006年10月 中国给水排水CHINAWATERWASTEWATER Vo.l22No.19Oc.t2006BardonphoUCT[1];,SBR[2]。,,。[3~5],,,,。———CIBR,,。1 试验部分1.1 CIBR,200m3/d。:,,、,。1。1 CIBRFig.1 DiagramofplanearrangementandtechnicalconstructionofintegratedCIBR1.2 COD、pHpHS-3C,[6]。1.3 200510,20062,22.2~9.7℃(12.24℃)。,。CIBR1。1 CIBRTab.1 InfluentqualityofintegratedCIBRCOD/(mgL-1)NH3-N/(mgL-1)TN/(mgL-1)TP/(mgL-1)pH903.9557.19149.9813.797.4525.093.245.180.046.75162.0923.8225.605.147.26 、6(2),,、TP。2 6Tab.2 Experimentalresultsinsixmodes123456——/h2-1-02-1-11-1-12-2-22-0-22-0-40.660.500.330.330.50.33/(kWh)0.300.230.180.180.180.12/℃12.6513.3014.5111.2312.6513.19COD/(mgL-1)273.56205.44148.58266.2799.33206.7352.6454.9341.4729.4623.6967.75NH3-N/(mgL-1)18.8613.4015.2715.6115.4237.527.685.837.702.861.2320.90TN/(mgL-1)23.0326.8023.2228.4327.9230.6610.5212.4512.9211.2417.2821.02TP/(mgL-1)4.684.112.082.832.162.931.801.351.230.940.452.10pH6.937.117.347.217.187.177.227.227.287.247.017.25 : ①3kW,;②1.5kW,;③,。2 结果与讨论2.1 、,TN,CIBR。23,2~5。2 CODFig.2 ComparisonofCODremovalratebetweenmode2andmode322第19期 中国给水排水 第22卷3 TPFig.3 ComparisonofTPremovalratebetweenmode2andmode34 NH3-NFig.4 ComparisonofNH3-Nremovalratebetweenmode2andmode35 TNFig.5 ComparisonofTNremovalratebetweenmode2andmode32、3、,0.23、0.18(kWh)/m3。2~5,23,COD、、TNTP2.13%、9.38%、8.33%26.84%,,3,,、,。,2h,。2.2 TP12,;56,TP。21,,1h。,2TP1(TP73.14%60.88%),,,,TP。56、,62h4h。,5(79.35%)6(27.76%),TP。:,,。65,。,TP,,,TP。2.3 ,,。2、4、5,,6、7。67,4、5NH3-N,81.94%92.33%,。TN,5TN33.66%,460.76%,。,5NH3-N2,TN,TN。,1、2,,NH3-N。23第19期刘礼祥,等:一体化CIBR反应器的低温脱氮除磷中试第22卷6 NH3-NFig.6 ComparisonofNH3-Nremovalrateindifferentmodes7 TNFig.7 ComparisonofTNremovalrateindifferentmodes,,,。,1h。2.4 2,3、6,4,3,,6,。6,。1、2NH3-N4、5,;3NH3-N,。4TN,。TP,1、2、4、536,3,;6,,TP。6,24,CIBR(15℃),。、、,2。3 结论① CIBR(12.24℃),、,。② 4(:2h,:2h,:2h),COD、NH3-N、TNTP76.60%、81.94%、60.76%66.76%。TP(≥4mg/L),,GB18918—2002B。③ ,TN,。,2(:2h,:1h,:1h)。:[1]StgaardK,ChristenssonM,LieE,etal.Anoxicbiologicalphosphorusremovalinafull-scaleUCTprocess[J].Wa-terRes,1997,31(11):2719-2726.[2] ,,.SBR[J].,2004,24(4):576-580.[3] ,,,.A2N[J].,2003,19(9):8-11.[4] ,,,.[J].,2000,20(4):366-370.[5] ,,,.[J].,2002,18(9):4-7.[6] .(3)[M].:,1997.:(1977- ), , , , 。:(0)13707172323E-mail:llx1998@163.com::2006-05-2024第19期 中国给水排水 第22卷