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33320123ENVIRONMENTALSCIENCEVol.33No.3Mar.2012*430074SBR1a2、、.、IC1.066g·cm-3、1.013g·cm-398.7%1.026g·cm-3、1.010g·cm-398.4%1.9mm2.2mm.0.005~0.032m·s-10.003~0.028m·s-1SVI.COD、NH+4-N90%85%COD、NH+4-NCOD、NH+4-NTP40%~90%32%~85%TN80%.SOURH、SOURNH4、SOURNO226.4、14.811.2mg·h·g-125.2、14.48.4mg·h·g-1.、.X703.1A0250-3301201203-0896-072011-04-282011-07-301985~E-mailmfkjlc@163.com*E-mailyangchzh169@163.comResearchofAerobicGranuleCharacteristicswithDifferentGranuleAgeZHOUManYANGChang-zhuPUWen-hongLUOYing-dongGONGJian-yuCollegeofEnvironmentalScienceandEngineeringHuazhongUniversityofScienceandTechnologyWuhan430074ChinaAbstractIntheSBRreactorwestudiedthedifferentstylephysicochemicalcharacteristicpollutantsremovalandmicrobialactivitybetweentheshortageandlongageaerobicgranulerespectively.Theshortageaerobicgranulewascultivatedfromactivatedflocculessludgeandtheotherwasgottenfromaerobicgranularsludgewhichwasoperatedstablymorethanoneyear.TheresultsindicatedthatthewetdensitythespecificgravityandintegratedcoefficientICoftheshortageaerobicgranulewere1.066g·cm-31.013g·cm-3and98.7%respectively.Andthatoflongagewere1.026g·cm-31.010g·cm-3and98.4%respectively.Allofthemwerehigherthanthelongageaerobicgranule.Themeandiametersofthemwere1.9mmand2.2mmrespectively.Thesettlingvelocityofshortageandlongageaerobicgranulewere0.005-0.032m·s-1and0.003-0.028m·s-1respectivelyandtwokindsofaerobicgranulesettlingvelocityincreasedwiththediameterincreased.SVIoftheformerwaslower.TheCODremovalratesoftwoaerobicgranuleswereabove90%andtheNH+4-Nremovalratesofthemwereabout85%.TheresultsoftheCODeffluentconcentrationNH+4-Neffluentconcentrationandthepollutantsconcentrationinatypicalcycleindicatedthattheshortageaerobicgranulehadbetterpollutantsremovalefficiency.TheTPremovalratesofthemwerebetween40%-90%and32%-85%respectively.TheTNremovalratesofthemwereabout80%.TheSOURHSOURNH4andSOURNO2oftheshortageaerobicgranulewere26.414.8and11.2mg·h·g-1respectively.Andthatoflongagewere25.214.4and8.4mg·h·g-1respectively.Insummarytheaerobicgranulehadsignificantlydifferentphysicalandchemicalcharacteristicsbecauseofdifferentgranuleageandtheshortageaerobicgranuleexhibitedbetterpollutantsremovalabilityhighermicrobialactivityandmorestabilitythanthelongageaerobicgranule.Keywordsaerobicgranulegranuleagediameterphysicochemicalcharacteristicstability、、、、1~5.6~9...、10~14.DOI:10.13227/j.hjkx.2012.03.0443..、、2、.11.12SBRR1、R2.8cm160cm8L50%.5~10℃pH7.0~8.0.1.R165dR21a5000mg·L-1.R1R2SBR46h2min、354min、3min1min.1SBRFig.1SchematicdiagramofSBRsystem1.2R1R2R1NaAc·3H2O1395mg·L-1COD600mg·L-1、NH4Cl191mg·L-1、KH2PO426mg·L-1、MgSO450mg·L-1、Fe2SO4329mg·L-1、CaCl255mg·L-1.1.3COD、NH+4-N、TN、TP、MLSSSVI15JPB-607pHpHS-3BpH.SOURH、SOURNH4SOURNO216.17100mL500r·min-110min.50~1001L.1810mL30minm1500r·min-110minm24℃m4.4℃m3.=m2-m1/m3-m1-m4-m2×FF.2R1R2Fig.2Photographsoftheaerobicgranularsludgeintworeactors22.1R1.R21aR12.798332.2、、R11.066g·cm-3R21.026g·cm-3Etterer19R2R120R1R293.3%93.9%..1.002~1.006g·cm-321.R1R21.013g·cm-31.010g·cm-3R1R1R2.IC200r·min-15min22.R1IC98.7%R2IC98.4%R1R2.1..R1R2SS.R2.2.3、.3.0.6~4.0mm1.9mm.1.4~4.0mm2.2mm.3R11.4~2.0mmR164.2%.R22.0~4.0mmR268.5%.R23R1R2Fig.3SizedistributionofaerobicgranularsludgeintworeactorsR1.-..N2N223.2.44SVI.SVI24.5R1R2R10.005~0.032m·s-1R20.003~0.028m·s-1.25.R1、、、、R2.89834SVIFig.4VariationofSVIduringstableoperationperiodintworeactors、、、.5R1R2Fig.5Settlingvelocityofaerobicgranularsludgewithdifferentsizeintworeactors2.52.5.1COD、NH+4-NTP600、506mg·L-1.COD、NH+4-N、TN、TP6.6a2COD90%COD38mg·L-1COD50mg·L-1COD.6b2NH+4-N85%R1NH+4-N2~10mg·L-1R26R1R2Fig.6PerformanceoftworeactorsoperationforthepollutantsremovalNH+4-N3~15mg·L-1.2627.99833.6c2TNR1TNR2TNR1、N2TNNH+4-NNOx-NNH+4-NNOx-NTNR1TN.6dTP40%~90%TP32%~85%.28.R1TPR2.2.5.27aR1R2COD.30minR1CODR2COD72%69%.60minCOD.COD.COD.7b.30minDOR1DOR2.CODR1COD.CODDO..7cNH+4-NTN.7R1R2Fig.7TimeprofileofthepollutantsconcentrationinatypicalcycleofthetworeactorsNH+4-N.1hNH+4-NCODCODNH+4-N.2930.NH+4-NTN.2.6SOUR.1R1R22SOUR.SOURHSOURNH40093SOURNO2.1R1SOURR2.1R1R2SOUR/mg·h·g-1Table1SOURintworeactors/mg·h·g-1SOURHSOURNH4SOURNO2R126.414.811.2R225.214.48.43...“”..411.066g·cm-31.013g·cm-398.7%1.9mm0.005~0.032m·s-1SOURH、SOURNH4、SOURNO226.4、14.811.2mg·h·g-11.026g·cm-31.010g·cm-398.4%2.2mm0.003~0.028m·s-1SOURH、SOURNH4、SOURNO225.2、14.48.4mg·h·g-1.、、、.2COD、NH+4-NTP90%、85%40%~90%.TN80%..3.1ChenYJiangWJLiangDTetal.AerobicgranulationunderthecombinedhydraulicandloadingselectionpressuresJ.BioresourceTechnology200899167444-7449.2WangJFWangXZhaoZGetal.OrganicsandnitrogenremovalandsludgestabilityinaerobicgranularsludgemembranebioreactorJ.AppliedMicrobiologyandBiotechnology2008794679-685.3YouYPengYYuanZGetal.CultivationandcharacteristicofaerobicgranularsludgeenrichedbyphosphorusaccumulatingorganismsJ.ChineseJournalofEnvironmentalScience20082982242-2248.4ShiXYYuHQSunYJetal.Characteristicsofaerobicgranulesrichinautotrophicammonium-oxidizingbacteriainasequencingbatchreactorJ.ChemicalEngineeringJournal20091472-3102-109.5NiBJXieWMLiuSGetal.Granulationofactivatedsludgeinapilot-scalesequencingbatchreactorfor
本文标题:不同颗粒龄的好氧颗粒污泥性能的研究周曼
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