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当前位置:首页 > 商业/管理/HR > 公司方案 > 好氧颗粒污泥的性质及在污水处理中的应用蔡建波
WATERPURIFICATIONTECHNOLOGYVol.24No.62005 1,2 1 1 1 1(1.湖南大学环境科学与工程学院,湖南长沙 410082;2.华中农业大学资源与环境学院,湖北武汉 430070) ,、,。,、。,、。,。 CharacteristicsofAerobicGranularSludgeandItsApplicationsinWastewaterTreatmentCaiJianbo1,2 LiXiaoming1 ZengGuangming1 YangQi1 TanXuehua1(1.DepartmentofEnvironmentalScienceandEngineering,HunanUniverstiy,Changsha 410082,China;2.CollegeofResourcesandEnvironment,HuazhongAgricultralUniversity,Wuhan 430070,China)Abstract Thelatestresearchworksonaerobicgranularsludgewerereviewed,whichcoveredthesludgegeneralproperties,theadvantagerelativetoconventionalactivatedsludge,formationmechanismaswellasitsapplicationinwastewatertreatment.Aerobicgranularsludgeistheself-immobilizedsludge,whichisrecentlyfoundundertheaerobiccondition.Aerobicgranularsludgedemonstrateshighsettingve-locitiesleadingtogoodsolidliquidseparation,highbiomassretention,highactivityandanabilitytowith-standhighloadingrates.Aerobicgranulationisamultiplephaseprocess,whichisdependingonthecompo-sitionofthewastewater,theoperationconditionandtheseedsuldge.Becauseofthespecialinnerstructureandmicrobialmorphology,aerobicgranularsludgealsohasabilitytoadsorbheavymetals.Keywords aerobicgranularsludge simultaneousnitrificationanddenitrification biologicalphos-phorusremoval heavymetal phenol:(50478054);(WJ2002101);(200219) ,,。,,,,,[1]。,。,、。,、,。1 ,,,。,,1~2mm(6-9mm[2])。[3])-0.5~1.5mm,,、、—34—DOI:牨牥牨牭牳牴牥牤jcnkijsjs牪牥牥牭牥牰牥牨牥 Vol.24No.62005 ,,、、。[4]SBR0.5~1.0mm,3mm。,、、、。,、、、。。,。、1.0068~1.0072g/m3,97%~98%。1.002~1.006g/m3,99%。,18~35m/h[11].MLSS、SV、SVI4.04~6.88g/L,14%~30%,20~45mg/g,;MLSS、SVI2~4g/L,100~150mg/g[6].SVI,。,,,[5]。(OURW),,。OURW1.27mg/gmin,OURW0.8mg/gmin。[5]。2 ,[8]。Scuras[8](1)。1 Fig.1 threeprocessofformationofaerobicgranules,[11]:,SRT,,(),,,,5~6mm,DO,,,“”“”,,,。3 3.1 :,[18]。NO-x,NO-xN2,,,,(UCT、Bardenpo、)(SBR)。,(SND),。[3,20]。2。2 Fig.2 Thetheoreticmodelofsimultaneousnitrificationanddenitrificationbyaerobicgranularsludge[20]SND,1.6~2.7mm,SVI30mg/g,MLSS10g/L。SND,COD90%,6h100%,—35—Vol.24No.62005 NO-2-N,2mg/LNO-3-N。[3]SBR,SND,0.5~1.0mm,SVI32.5mg/g,MLSS4.5g/L。SND,COD74.0%~92.8%,82.3%~98.5%。3.2 ,,,。,,;,,。,。,,,,。3。、,,,,。3 Fig.3 thedifferentpartoftheinneraerobicgranularsludgeSBR。SBR-,,。[23]SBR,。,,SBR。0.2~1.0mm,SVI42.9~55.3mg/g。COD、P、NH3-N88.5%~90.7%,82.7%~86.7%88.4%~92.3%,COD、P、NH3-N83.7%~90.2%,34.5%~52.1%,71.6%~81.9%。,,,。3.3 。,、、、、、[24-26]。,、、。,,,、、。,[28]。YuLiu[30-31]Cd2+、Zn2+。,,。Cd2+,Cd2+。100mg/L,Cd2+(10~200mg/L)。Cd2+150mg/L,(50~200mg/L)。,Cd2+43~566mgCd2+/g。Zn2+,,200mgZn2+/g。3.4 、、、,,。,。、。Jiangetal.(2002,2004)。,。。500mg/L,0.2mg/L。。—36— Vol.24No.62005 。4 ,,,,。,,、,,,,。,、、、;,。,。1 ,.[J].,1995,21(4):11~132 QiangWang,GuochengDu,JianChen.Aerobicgranulessludgecultivatadundertheselectivepressureasadrivingforce[J].ProcessBiochemistry,2004;35:557~5633 ,.[J].,1999,20(2):38~414 ,,.SBR[J].,2003,24(4):94~985 ,,.-[J].,199919(4)394~3986 ,,.[M].,:,19967 ,,.[J].,2002,21(9):527~5298 ScurasS,DaiggerG.T,gradyC.P.L.Modelingtheactivatedsludgefloemicroenvironment[J].Wat.SciTech,1998,37(4-5):243~2519 ShinH-S,LimK-H.Effectofshearstressongranulationinoxy-genaerobiceupflowsludgebedreactor[J].WatSitTech,1992,26(3-4):601~60510 MishinmaK,MakamupaM.Self-immobilizationofaerobicacti-vatedsludge-apilotsludyoftheaerobicupflowsludgeblanketprocessinmunicipalsewagetreatment[J].WatResTech,1991,23;981~199011 BeunJJ,Hendriksa.Aerobicgranulationinasequencebatchreactor[J].WatRes,1999,33(10)2283~229012 BenunJJ,BanloosdrechtMCM,HeijnenJJ.Generationandpropertiesofaerobicgranularsludge[J].WatResTech,2001,43(7):19~2613 MorgerothE,SherdenT.Aerobicgranularsludgeinsequencingbatchreactor[J].WatRes,1997,31(12):3191~319414 PendcNicolasb,Jean-Philipped,et,al.Aerobicgranularsludge-acasereport[J].WatRes,1999,33(3):890~89315 ,,SBR[J].,2001,22(2):87~9016 ,.[J].,2002,21(3):317~32617 ,,.[J].,2003,4(7):70~7318 ..[M].:,199719 .[J].,2002,18(2):26~2820 ,.[J].,2003,23(4):380~38421 ,.[J].,1997,13(4):12~1622 TayJH,LiuQS,LiuY,Microscopicobservationofaerobicgranulationinsequenceaerobicsludgereactor[J].JApplMicro-biology,2001,91:168~17523 ,,.SRR[J].,2001,21(5):99~10424 Perales-Perez,OscarTohji,KazuyukiUmetsu,etal.Theoryandpracticeoftheremovalofheavy-metalionsbytheirprecipitationasferrite-typecompoundsfromaqueoussolutionattemperature[J].MetallurgicalReviewofMMIJ,2001,17(2):137~13925 BoltoBA,PawlowskiL,Wastewatertreatmentbyionex-change[M].London:E.andF.N.SponLtd.,1987,263~27926 ElEl-Shafey,CoxM,PichuginA,etal.Applicationofacar-bonsorbentfortheremovalofcadmiumandotherheavymetalionsfromaqueoussolution[J].JorunalofChemicalTechnologyandBiotechnology,2002,77(4):429~43627 ValdmanE,LeiteSGF.BiosportionofCd,ZnandCubySaragssumsp.wastebiomass[J].BioprocEng,2000,22,171~17328 LodiA,SolisoioC,ConvertiA,DelBorghiM.Caduim,Zinc,Copper,SilverandChromium(Ⅲ)RemovalfromwastewatersbySphaerotilusnatans[J].BioprocEng,1998,19:197~20329 MaraquesP,RosaMF,PinheiroHP.pHeffectsontheremovalofCu2+,Cd2+,andPb2+fromaqueoussolutionbywastebrew-erybiomass[J].BioprocEng,2000,23:135~14130 YuLiu,Shu-Fang,Yang,etal.BiosorptionkineticsofCadmi-um(Ⅱ)onaerobicgra
本文标题:好氧颗粒污泥的性质及在污水处理中的应用蔡建波
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