IC厌氧反应器的研究与应用进展

20086ENVIRONMENTANDSUSTAINABLEDEVELOPMENTNo16,2008IC121(1.,,610065;2.,,610014)IC,,IC,IC;;;:X703:A:1673-288X(2008)06-0013-04IC(InternalCirculationAnaerobicReactor)PAQUES(UASB)20801PAQUES1988IC,IC,2()19963,IC,IC4,1IC111ICICUASB,48,1625m516IC()(),ICICIC112ICICUASB,,IC1IC,,,,,,,,1020mPh,210mPh7,,,,,,,中国城镇水网(AirliftReactor)Pere2boom81994,IC,2IC211,ICUASB349,,COD20003000mg/L,2025kgCODP(m3d),HRT23h,COD80%212,ICUASB1P41P3,,,213,pH5IC,,COD,pH,214,IC,,215ICUASB,,21610IC12,UASB463311,,COD1985IC100m3IC8CODmgPL,3550kgCODP(m3d),UASB1015kgCODP(m3d),46h,312COD15003000mgPL,40005000mgPL,,IC,1530kgCODP(m3d),24h,COD75%;UASB,47kgCODP(m3d)11IC,IC-CIRCOX12()13200m3IC+,COD20002800mgPL,ICCOD80%,COD50mgPL,3132001IC,150m2,30,IC,COD3500mgPL,SS600mgPL,IC2m,12m,35m3,382,48h,CODSS80%14,,314IC,,,,IC2030kgP(m3d),,CODBOD90%99%15,IC16191999PAQUESIC+,30000tPdDIPTMP,2000(Kp)(COD5800mgPL)(APMP)(COD11000mgPL),IC(24m,11m),361,1215kgCODP(m3d),CODBOD65%85%,01400142m3PkgCODIC,,COD,,中国城镇水网(Ld),COD63%;BOD57810%,0123LCH4PgCOD3152500m3MIC(12m,23m),1500m3Pd,COD800012000mgPL,MIC12kgCODP(m3d),1215h,COD90%,21,3500040000mgCODPL,1500m3Pd4000m3MIC(15m,23m),3539,pH45,15kgCODP(m3d),COD88%,2223914m,1316mIC,COD33000mgPL,SS15000mgPL,(015018mPh)(3739),1512kgCODP(m3d),COD85%31624PICPUASBP2000m3Pd,,CODSS,pH,COD7800mgPLIC,76%,3500m3Pd,317CODNP,CPN,,Li2ang-WeiDeng25IC-SBR,COD300015000mgPL,TN6002100mgPL,67kgCODP(m3d)80%,3m3P(m3d),,34kgCODP(m3d),1115m3P(m3d)ICSBR,CODTN9515%9413%,IC4IC,,,,,,2627UASBIC20d,15d,12l5kgCODP(m3d),COD85%;,0188mm1125mm,3514mPh105117mPh,382198mL(gd)4,11kgCODP(m3d),,28ICCOD,60d,1mm8113%,2016kgCODP(m3d),HRT12h,COD90%;,NP,TNTP2018%3416%UASB54d,IC14mm,23mm,5mm;UASB13mm,12mm,5mmUASB,IC,,2930ICANAMMOXNH+4-N120mgPL,NO-2-N150mgPL,301130d,NH+4-NNO2-N82%1%9415%,12mm中国城镇水网:(1)UASB,,(2)pH,pH,3040(3)IC,,,(4),SS(5),,,(6)IC,(7)ICIC,IC,,,,,IC,IC1Lettinga,eta1.Advancedanaerobicwastewatertreatmentinthenearfu2tureJ.WaterScienceandTechnology,1997,35(10):5l2.2W.Driessen,P.Yspeert.Anaerobictreatmentoflow,mediumandhighstrengtheffluentintheagroindustryJ.WaterScienceandTechnolo2gy,1999,40(8):221228.3,,.(IC)J.,2001,19(1):2733.4,,.(MIC)J.,2002,20(4):2427.5.J.,1998,17(2):36.6Vellinga,S.H.J.Anaerobicpurificationequipmentforwastewater.USPatent,1986,4:609,460.7Habets,L.H.A.AnaerobictreatmentofinulineeiiuIentinaninternalcirculationreactorJ.WaterScienceandTechnology,1997,35(10):189197.8Perebeom,J.H.F.MethanogenicGranuledevelopmentinfutlscalein2ternalcirculationreactorsJ.WaterScienceandTechnology,1994,30(8):921.9,.M.:,2004:381382.10,,.J.,2006,22(2):4851.11,.(IC)J.,2001,17(1):2629.12.ICCIRCOX:J.(),2002,15(2):212215.13.J.,2007,33(4):5860.14.ICJ.,2002,(4):7778.15.ICJ.,2001,(6):4548.16,.ICJ.,2006,27(11):7578.17.J.,2003,22(7):2730.18.ICJ.,2004,23(3):3739.19.ICJ.,2002,(3):5557.20,.J.,2007,26(3):6566.21,,.2500m3(MIC)J.,2006,19(6):2729.中国城镇水网