您好,欢迎访问三七文档
当前位置:首页 > 行业资料 > 其它行业文档 > 不同填料曝气生物滤池对河水的净化效能彭剑峰
Vol.1No.4July2011JournalofEnvironmentalEngineeringTechnology14201172011-03-252008ZX07208-0031977—pjf1995@163.com*1967—songyh@craes.org.cn1674-991X201104-0339-0511*11221.1000122.110142、。333CODCr。、75.24%77.78%33.59%CODCr50%。CODCrX522ADOI10.3969j.issn.1674-991X.2011.04.055PurificationEffectofBiologicalAeratedFilterStuffedwithDifferentStuffingforRiverWaterPENGJian-feng1SONGYong-hui1GAOHong-jie1WANGLu-ping12LIUGui-ping21.DepartmentofUrbanWaterEnvironmentalResearchChineseResearchAcademyofEnvironmentalSciencesBeijing100012China2.CollegeofEnvironmentalandBiologicalEngineeringShenyangUniversityofChemicalEngineeringShenyang110142ChinaAbstractThepurificationeffectofbiologicalaeratedfilterstuffedwithzeolitehayditeandvolcanicrockforriverwaterwasstudied.TheresultsshowedthatbothHRTandpollutionloadcouldaffecttheperformanceofbiologicalaeratedfilterwiththethreedifferentstuffs.ThebiologicalaeratedfiltersstuffedwithzeoliteandhayditehadhigherpurificationeffectofNH4+-Nandstrongershockresistanceabilitythanthatwithvolcanicrock.ThepurificationeffectofthefilterwiththethreestuffsonCODCrwasbasicallyconsistent.TheaveragedremovalrateofthebiologicalaeratedfilterstuffedwithzeolitehayditeandvolcanicrockforNH4+-Nwas75.24%77.78%and33.59%respectivelyandthatforCODCrwasallabout50%.KeywordszeolitehayditevolcanicrockbiologicalaeratedfilterammonianitrogenCODCr。、1。BAF208090。20CODCrBOD5SS2-51BIOFORBIOSTYRBIOCARBONE6-8。9。、、BIOCARBONE。Yan10He11Shen12Kent13。14、、15、、、、、16。。、3。11.1UV-6100LeicaYIS550720APLUSpHThermoOrionCo.USALDZX-30KBAL204-IC-。、、、、。1.2、、40cm1。64L47L。、3~5mm。1#2#3#。。。、38Lh2d。57.6Ld10h8Lh12.9~26.3℃。1Fig.1Thestructuralschematicdiagramofexperimentalequipment1.31。1Table1ParametersoftheriverwatermgLCODCr50~25064~826.93~36.432.69~3.562.4Lh10h12.9~26.3℃pH4.7~8.6。2。·043·42Table2PollutionloadingindifferentstatemgLⅠⅡⅢⅣⅤCODCr5010015020025010152025301.41CODCrDO《》17。25%225%3310%。22.12.1.110864h57.672.096.0144.0Ld3CODCr23。2Fig.2EffectofHRTontheremovalofammonianitrogen233CODCr。10h、CODCr97.01%97.03%89.25%CODCr60%。3CODCrFig.3EffectofHRTontheremovalofCODCr18。。4h90%。55.78%。19。。2.1.22.4Lh10h45。456.93~36.43·143·1mgL95%。。CODCr50~250mgL3CODCrCODCrCODCrCODCr40~60mgL。、、、CODCr20。2.22.2.110h、6。675.24%77.78%1.0mgLGB6Fig.6Theremovalofammonianitrogen3838—2002Ⅲ2133.59%2.0mgLⅤ21。·243·42.2.2CODCr10h、CODCr7。73CODCr50%CODCr30~40mgLⅤ21。7CODCrFig.7TheremovalofCODCr31、CODCrCODCr。23CODCr50%375.24%77.78%33.59%。1.M.20011-15.2ALLANTMLEPOLDOMETOMS.PerformanceoffloatingandsunkenmediabiologicalaeratedfiltersunderunsteadystateconditionsJ.WaterSciTechnol19993341108-1113.3IK-KEUNYDONGJK.EffectsofhydraulicbackwashloadoneffluentqualityofupflowBAFJ.JEnvironSciHealth2001A364575-585.4BOLLERMGUJERWTSCHUIM.ParametersaffectingnitrifyingbiofilmreactorJ.WaterSciTechnol19942910111-11.5BOLLERMKOBLERDKOCHG.ParticleseparationsolidsbudgetsandheadlossdevelopmentindifferentbiofiltersJ.WaterSciTechnol1997364239-247.6VINCENZOBGIOVANNIDFRODOLFOMAN.CombinedcarbonaceousandnitrificationwithbiologicalaeratedfilterJ.JEnvironSciHealth200338102147-2156.7CHANGWSHONGSWPARKJ.EffectofzeolitemediaforthetreatmentoftextilewastewaterinabiologicalaeratedfilterJ.ProcessBiochemistry200237693-698.8.J.200818827-28.9.M.200482-88.10YANZYYANFQIULPetal.Effectofgrain-slagmediaforthetreatmentofwastewaterinabiologicalaeratedfilterJ.BioresourceTechnology2008994120-4123.11HESBXUEGKONGHN.TheperformanceofBAFusingnaturalzeoliteasfiltermediaunderconditionsoflowtemperatureandammoniumshockloadJ.JHazardMateri200714312291-295.12SHENYJWUGXFANYBetal.Performancesofbiologicalaeratedfilteremployinghollowfibermembranesegmentsofsurface-improvedpolysulfoneasbiofilmcarriersJ.JEnvironSci200719811-817.13KENTTDFITZPATRICKCSBWILLIAMSSC.TestingofbiologicalfilterBAFmediaJ.MediaWaterSciTechnol199634341008-1113.14PAKDCHANGW.UseofnaturalzeolitetoenhancenitrificationinbiofilterJ.JEnvironEng2002236791-798.15.M.1999.16.J.2008286509.17.M.4.2002.18SEQURETFREACAUTTY.Hydrodunamicofbehaviorofafull-submergedbiofilteranditspossibleinfluenceonperformancesJ.WaterSciTechnol19983889249-256.19HUJYSONGLFONGSL.BiofiltrationpretreatmentforReverseOsmosisROmembranceinawatererreclamationsystemJ.Chemosphere200559127-133.20.D.2008.21.GB3838—2002S.2002.△·343·
本文标题:不同填料曝气生物滤池对河水的净化效能彭剑峰
链接地址:https://www.777doc.com/doc-6545817 .html