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1253-54.26WUFengchangWANGuojiangCAIYu-rong.Biogeochemicalprocessesatthesediment-waterinterfaceJ.AdvancesinEarthScience1996112191-197.27LIANGHuifengMAZichuanZHANGJieetal.StudyontheremovalofAsⅢinwaterbythenascentmanganesedioxideJ.EnvironmentalPollutionandCon-trol2005273168-171.StudyonthemigrationbehaviorsofAsIIIandAsVinthebonecharusingtheone-dimensionalconvection-dispersionequationHUANGXi1LUOYang2ZHANGJun2LIUJuan1YANGJian1LIUJing11TheKeyLaboratoryofSolidWasteTreatmentandResourceMinistryofEducationSouthwestUniversityofScienceandTech-nologyMianyang621010SichuanChina2TheWaterRe-sourcesofWaterEnvironmentMonitoringCenterinHaiheRiverBasinTianjin100017ChinaAbstractThearticleisaimedtointroduceourOne-DimensionalConvection-DispersionEquationforanalyzingthemigrationbehav-iorsofAsIIIandAsVinthebonecharandthecorrespond-ingdesorptionexperimentswehaveperformed.Theresultsofourinvestigationandexperimentsshowthat1ItispossibleforLangmuirmodeltobeusedtodescribethebatchexperimentalda-taappropriatelyandachievethecorrespondingcorrelationcoeffi-cientsR2are0.98forAsIIIand0.97forAsV.Theob-tainedmaximumadsorptioncapacitiesqmaxofAsIIIandAsVturnedouttobe0.827and0.337mg/grespectively.2TheresultoftheadsorptioncycleexperimentsforsingleAsIIIandAsVshowsthatthecapacityforretardingthebonecharonAsIIIandAsVtendstodecreasewiththeincreaseofthead-sorptioncycles.AndtheretardationfactorsofAsVworkedoutbytheconvection-dispersionequationmodelforthethreecontinu-oustimesareequalto50.6245.99and31.51thatis1.38-2.20timesashighasthatofAsIII.3TheexperimentswithMn2+andAl3+coexistingcationsshowthatitispossibleforthecoexistingcationstoimprovethecapacitiesofretardationofbonecharonAsIIIandAsVwithMn2+presentingstrongereffectsthanAl3+andthecapacitiesofretardationofbonecharonAsVbeingstrongerthanAsIII.Atthesametimewehavedonecarefulobservationofthe“concave”zoneinthebreak-throughcurvesofexperimentsofAsVduetothe“secondaryadsorption”.ThusithasbeenfoundthattheconcavezoneofbreakthroughcurvesforexperimentsofAl3+coexistingcationstendstocomeoutearlierthanMn2+.InadditiontheeffectsofanionsonthebreakthroughcurvescanobviouslybedifferentfromcationsforthecoexistinganionswouldactcompetitivelywithAsIIIandAsVduetotheirsimilarmolecularstructureande-lectrostaticadsorptionfeatureespeciallythoseofPO3-4.4There-adsorptiveabilityofbonecharfillingcolumndecreasesfrom21.28mgto13.09mgand21.90mgto13.62mgforAsIIIandAsVwithadsorptiontimesrespectively.Thereforethedesorptionof0.1mol/LNaOHsolutionprovestobemuchbetterthanthedistilledwater.Inadditionthemeancumulativedesorptiondegreesshouldbe0.59and0.41forAsVandAsIIIrespectively.Keywordsenvironmentalengineeringarsenicbonecharmi-grationconvection-dispersionequationCLCnumberX523DocumentcodeAArticleID1009-6094201403-0210-061009-6094201403-0215-05*陶陪1,高艳娇2,张志鹏3,黄润竹2131500021210013130021、pH、、COD、、。pH7、pH8pHCOD、、7.5mA/cm2COD72%89.1%15minCOD76%90%。pH7.5mA/cm215min。X506ADOI10.13637/j.issn.1009-6094.2014.03.048*2013-12-03yanjiaogao@163.com。201301C50070040COD1000mg/L1。、2-4。、。、、5-6。。、、。。7。、、、8-11。。、pH、、。51214320146JournalofSafetyandEnvironmentVol.14No.3Jun.2014、、pH、。1500t。COD3000mg/L500pH。。1。、、62mm、62mm、120mm4、10cm30V6A。25℃。。200r/min。30minCOD。。NaOHH2SO4pH。。22.1pHpHpHpH。、pHpH、COD、、。COD3122mg/L500pH3、5、7、9、11pH、COD、2~4。2pHpH。pH7pHpH7pH。pH。3pHCODpH3COD65.2%pH11COD32.3%。pHCODpH3COD48.1%pH7COD76.2%pH11COD26.2%。4pHpH390%pH1150.6%。pHpH365.4%pH791.2%pH1176.7%。pH7COD76.2%91.2%pH3COD65.2%90%。CODpH。pH3、5、7、9、1156。1Fig.1Schematicdiagramoftheexperimentalsetup2pHpHFig.2EffectofinitialpHvalueonfinalpHvalue3pHCODFig.3EffectofinitialpHvalueonCODremovalrate4pHFig.4EffectofinitialpHvalueonchromaremovalrate5pHpH=30.85kW·h/kgCODpH=111.65kW·h/kgCOD。pHpH8。pH6~8。pHpH7。6pH612Vol.14No.31430.1kg/kgCOD0.2kg/kgCOD。pHpH9。pH6~8。。2.2COD、、。75mA/cm215mA/cm2COD11%65%。5mA/cm27.5mA/cm2COD57%72%72%。COD7.5mA/cm2。COD。85mA/cm215mA/cm232.4%94%。5mA/cm27.5mA/cm2COD70%89.1%90%。7.5mA/cm2。。95mA/cm215mA/cm21.2kW·h/kgCOD2.0kW·h/kgCOD0.55kW·h/kgCOD0.82kW·h/kgCOD。5pHFig.5EffectofinitialpHvalueonenergyconsumption6pHFig.6EffectofinitialpHvalueonelectrodeconsumption。105mA/cm215mA/cm20.09kg/kgCOD0.20kg/kgCOD0.11kg/kgCOD0.26kg/kgCOD。。。2.3。7CODFig.7EffectofcurrentdensityonCODremovalrate8Fig.8Effectofcurrentdensityonchromaremovalrate9Fig.9Effectofcurrentdensityonenergyconsumption10Fig.10Effectofcurrentdensityonelectrodeconsumption71220146Jun.2014COD、、。115min30minCOD24.7%66.2%COD5min60%15min76%。COD。15min。125min30min5min50%20min92%5min71.2%15min90%。。15min。135min30min1.25kW·h/kgCOD2.6kW·h/kgCOD0.31kW·h/kgCOD2.0kW·h/kgCOD。、。145min30min0.15kg/kgCOD0.42kg/kgCOD0.12kg/kgCOD0.56kg/kgCOD10min10min。15min0.25kg/kgCOD0.18kg/kgCODkg。31、、。COD。2pH、pHpHpHpH8.0pH。pH。3、CODCOD。7.5mA/cm2COD72%89.1%。4、COD11CODFig.11EffectofelectrocoagulationtimeonCODremovalrate12Fig.12Effectofelectrocoagulationtimeonchromaremovalrate13Fig.13Effectofelectrocoagulationtimeonenergyconsumption14Fig.14EffectofelectrocoagulationtimeonelectrodeconsumptionCOD。15minCOD76%90%。5pH7.5mA/cm215min。References1BISSCHOPSISPANJERSH.Literaturereviewontextile812Vol.14No.3143wastewa
本文标题:电絮凝法处理纺织废水研究
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