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31320103 ENVIRONMENTALSCIENCEVol.31,No.3Mar.,2010,(, 621010):75d,COD、91%~95%、89.57%~100%48.25%~90.84%;,,1.085×1013m/kg2.712×1013m/kg;44.71~72.23mg/g.,5.32×1011m-12.34×1011m-1,67.42%29.66%.,.:;;;;;:X703.1 :A :0250-3301(2010)03-0756-07:2009-05-05;:2009-08-12:[VN/Asia-Link/12(113128)]:(1962~),,,,,E-mail:wcd@swust.edu.cnSludgePerformancesandMembranePollutioninAerobicGranularSludgeMembraneBioreactorWANGCheng-duan,HUANGGuo-fu(SchoolofEnvironmentandResources,SouthwestUniversityofScienceandTechnology,Mianyang621010,China)Abstract:Theaerobicgranularsludgemembranebioreactorworkedfor75days.Inthisoperation,theremovalefficienciesforCOD,NH+4-NandTNwere91%-95%,89.57%-100%and48.25%-90.84%,respectively.Thegranularsludgeappeareddisintegrationtosomeextentandthesludgesettlementperformancesdeteriorated.Sludgespecificresistancefrominitialresistanceof1.085×1013m/kgroseto2.712×1013m/kgattheend;extracellularpolymericsubstancesmaintainedbetween44.71and72.23mg/g.Then,pollutioncharacteristicsofthemembranemodulewerestudied.Itwasfoundthatmembranesurfacecakelayerresistanceandmembraneporepluggingresistancewere5.32×1011m-1and2.34×1011m-1,accountedforthetotalresistanceof67.42%and29.66%,respectively.Throughtheanalysisofinfraredspectrumformembranefoulingmattersfoundthatthemainfoulingmatterswereproteinsandcarbohydratematerialsformembrane.Keywords:aerobicgranularsludge;membranebioreactor;sludgeperformances;membranefouling;sludgespecificresistance;infraredspectrum ,[1],、[2].,,,,,,,[3~12].,,,,.1 1.1 (AGMBR)1.AGMBR,8cm,100cm,0.5cm,5cm,70cm,3.88L.PA-8,0.5μm,400mm,31mm,15mm,0.03m2,≤0.25MPa.AGMBR,、、、DOI:10.13227/j.hjkx.2010.03.0063:.5min,90min,120min,130min,15min,360min.1,,.,,8min/2min,35L/(m2·h),50∶1..12h,,SRT30~40d.1. 2. 3. 4.5. 6. 7. 8.9. 10. 11. 12.13.1 Fig.1 SchematicdiagramofAGMBRinstallation1.2 ,1.1 /mg·L-1Table1 Compositionofsyntheticdomesticwastewater/mg·L-1500CaCl2110500MgSO4·7H2O25NH4Cl280EDTA20KH2PO440NaHCO32801.3 ,,MLSS7200mg/L,MLVSS/MLSS0.90,0.45~2.0mm,SVI17.92mL/g,45.62m/h.1.4 COD、、、MLSS、SVI[13].[14];EPS、[15];Laguna[16];LeicaCambridgeLTDS440;[17];DOHANNAHI96400DO.2 2.1 2.1.1 2,,COD,398.75mg/L175.78mg/L,55.6%79.7%,,31.9%.MBR,,.2,,,COD,20dCOD70%~80%91%~95%.,,COD,COD15%.,,,COD,.2.1.2 N2,AGMBR.52.36~62.56mg/L,10.25~15.89mg/L.5d,95%.55.25~87.32mg/L,48.25%~90.84%.,,,,AGMBR.2,,AGMBR,.,.,95%,90%.757 312 AGMBRFig.2 RemovalofpollutionsinAGMBR2.2 AGMBR2.2.1 AGMBRAGMBR,62%0.45~2.0mm.AGMBR,AGMBR,3.3,1.0~2.0mm2.0mm998.9mg/L364.2mg/L,25.1%9.2%,18d,723.9mg/L212.9mg/L,17.1%4.9%,.,0.18mm433.8mg/L,10.9%,,2422mg/L,34.5%.0.18~0.45mm0.45~1.0mmAGMBR.0.18~0.45mm716.4mg/L1614.7mg/L,23%;0.45~1.0mm1466.6mg/L1930.6mg/L,36.9%27.5%.,.2.2.2 AGMBR3 AGMBRFig.3 SizedistributionofaerobicgranulesludgeinSBARandSBR ,SVI[18].AGMBRSVI4.,,SVI17.92mL/g,,12d,SVI85.45mL/g.,SVI,,75.0mL/g.AGMBR.AGMBR,1、20、4070dAGSBR0.45~1.0mm1.0~2.0mm7583:4 AGMBRSVIFig.4 Variationofaerobicgranularsludge'sSVIinAGMBR,2.2 /m·h-1Table2 Meansettlementvelocityofgranularsludgeinstaticwater/m·h-1/mm/d12040700.45~1.027.4520.3218.9516.381.0~2.042.536.9234.8333.60 2,AGMBR.1d,0.45~1.0mm1.0~2.0mm27.45m/h42.5m/h,20d20.32m/h36.92m/h,70d,0.45~1.0mm1.0~2.0mm16.38m/h33.60m/h.AGMBR.2.2.3 AGMBREPS(extracellularpolymersubstances,EPS),、,、[19].,EPS[14].AGMBR,EPS,EPS.5EPS.5,,EPS,44.71~58.87mg/g.45dEPS72.23mg/g.EPSEPS5 AGMBREPSFig.5 VariationofsludgeEPSinAGMBR,,31.48~60.32mg/g.,6.15~16.55mg/g.5,EPS/,30d5,,3.5.2.2.4 AGMBR,.,[6].3AGMBR.1.085×1013m/kg,,,35d2.439×1013m/kg,67d2.712×1013m/kg.,,AGMBR,.,,.3 AGMBRTable3 ChangesofsludgespecificresistanceinAGMBR/d13567×1013/m·kg-11.0852.4392.7122.3 AGMBRAGMBR,8min/2min.U.TMP6.AGMBR759 316 AGMBRFig.6 VariationofmembranefluxandTMPinAGMBR.35L/(m2·h).6,,38dTMP6.1~15.8kPa,43dTMP,17.8kPa75d65.3kPa.TMP. AGMBR,,,TMP,、,,,,.AGMBR,,,,,TMP.2.4 AGMBR2.4.1 AGMBR,,,,.7.7 Fig.7 FoulingmembraneinAGMBRunderscanelectronmicroscope 7(a)7(b),,,,,7603:.,AGMBR.7(c),7(d).7(c)7(d),,;,,,,AGMBR,[20].2.4.2 ,,.,.Darcy[14].AGMBR75d,76d,,4.7.89×1011m-1,,2.3×1010m-1,2.92%;5.32×1011m-12.34×1011m-1,67.42%29.66%.,.4 Table4 Distributionofdifferentmembranefiltrationresistance×1011/m-1/%Rm0.232.92Rp2.3429.66Rc5.3267.42Rt7.891002.4.3 ,Nicolet-5700.8,1647.6cm-1、1536.5cm-11403.8cm-1,[21].1057.0cm-1,C—OSi—O,.O—H,O—H,3412.0cm-1,O—H,[22,23].,,.8 AGMBRFig.8 InfraredspectraofmembranepollutantinAGMBR3 (1)AGMBRCOD43.33~69.32mg/L,89.57%~100%,48.25%~90.84%.COD、.(2)AGMBR,,.1.0mm.SVI17.92mL/g,.,EPS44.71~58.87mg/g,45d72.23mg/g,31.48~60.32mg/g,,6.15~16.55mg/g.(3)AGMBR35L/(m2·h),6.1kPa38d15.8kPa,,75d65.3kPa.,,1.085×1013m/kg,67d2.712×1013m/kg.(4),AGMBR7.89×1011m-1,5.32×1011m-12.34×1011m-1,67.42%29.66%,.,.761 31:[1] .[J].,1999,41(4):48-56.[2] ,,,.[J].,2006,27(1):57-62.[3] ,,,.[J].,2007,28(12):2710-2715.[4] ,,,.[J].,2007,28(5):1033-1038.[5] ,,.[J].,2008,29(10):2804-2808.[6] HongSP,BaeTH,TakTM,etal.Foulingcontrolinactivatedsludgesubmergedhollowfibermembranebioreactors[J].Desalination,2002,143(3):219-228.[7] LiuR,HuangX,SunYF,etal.Hydrodynamiceffectonsludgeaccumulationovermembranesurfacesinasubmergedmembranebiorea
本文标题:好氧颗粒污泥膜生物反应器中的污泥性质与膜污染研究王成端
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