IC氧化沟Fenton法处理废纸造纸废水工程实例

··。IC--Fenton410114IC--Fenton25000m3/d。pH≤7.2、CODCr≤52mg/L、BOD5≤10mg/L、SS≤8mg/LGB3544—2008。ICFentonX793A0254-508X201411-0050-042014-05-29TreatmentofＲecycledPaperMillWastewaterbyUsingIC-OxidationDitch-FentonＲeactorTowerProcessGEQiang*YAOWen-fengLEIPingLAIFangChinaCECEngineeringCo．Ltd．ChangshaHu'nanProvince410114*[e-mail]fromarecycledpapermillinTianjinCitywastreatedbyusingIC-Surfaceaerationoxidationditch-Fentonprocess．Thetreatmentcapacitywas25000m3/d．Theoperationresultsshowedthatrecycledpapermillwastewatercouldbetreatedeffectivelythroughthisprocess．ThevaluesofpHCODCrBOD5andSSoftheeffluentwereequaltoorlessthan7.252mg/L10mg/Land8mg/Lrespec-tively．TheeffluentqualitymetthedischargeregulationforpulpandpaperindustryGB3544—2008．KeywordsregeneratedpapermakingwastewaterICreactorsurfaceaerationFenton1、。199028.1%200656.0%1。50t70%30%。“”。IC--Fenton。2012201212。22CODCr、SS。、、、。43、、、、、、、。2.125000m3/d、1。·05·ChinaPulp＆PaperVol.33No.1120141、pHCODCr/mg·L－1BOD5/mg·L－1SS/mg·L－1/℃6～9300015003000506～9≤90≤20≤302.2+。Fenton1。122900mm5mm28055°152m21V3135m31V=388m3HＲT22min1D=47m0.60m3/m2·h1V=3663m3HＲT=3.5h1V=3663m3HＲT=3.5hIC1D=15mH=24mHＲT=4h1V=18000m35mHＲT=17.28h82DSC325/110kW1D=52m0.50m3/m2·h2D=12mFentonFenton3D=3.8mH=13.5mHＲT10～45min30000m3/d2D=28m1.0m3/m2·h3IC--Fenton2。44.1。4。2～4h5。420%～40%。630%～50%。4.2ICICICPAQUES2080UASB、、、7、。4.3。8。3。、、9。4.4FentonH2O2Fe2+Fenton。·15·《》20143311FentonH2O2。Fe2+H2O210。FentonpH3.5pH10。FentonFentonFe3+Fe3+Fenton11。53。3pHCODCr/mg·L－1BOD5/mg·L－1SS/mg·L－16.0～6.61700～2600650～116015～60IC6.5～7.01200～2300600～105030～90IC6.5～7.5400～600≤300150～3007.5～8.0110～125≤1010～406.5～7.242～52≤104～83pH≤6.6CODCr1700～2600mg/LBOD5650～1160mg/LSS15～60mg/L。IC--FentonpH≤7.2CODCr≤52mg/LBOD5≤10mg/LSS≤8mg/L。GB3544—2008。、CODCr2。2ICICCODCr1200～2300mg/LICCODCr400～600mg/LCODCr63.5%～76.4%。CODCr400～600mg/LCODCr110～125mg/LCODCr74.2%～78.9%。、FentonCODCr42～52mg/L。2、CODCrCODCr6IC--Fen-tonpH≤7.2COD≤52mg/LBOD5≤10mg/LSS≤8mg/LGB3544—2008。IC--Fenton、、。1ZhanHuai-yu．PulpingPrincipleandEngineering3rdEditionM．BeijingChinaLightIndustryPress2009．．M．3．2009．2WangShu-wenLiuDe-xiang．TheBiologicalEngineeringMethodsofWastewaterNaturePurificationM．BeijingChemicalIndustryPress2006．．M．2006．3ShiYing-qiaoDingLai-baoLiPingetal．NewandEmergingEffluentTreatmentTechnologiesforFiber-recyclingProductionLinesinChinaJ．JournalofChemicalIndustryofForestProducts20013543．．J．20013543．4SpeeceＲE．AnaerobicBiotechnologyforIndustrialWastewaterM．BeijingChinaArchitecture＆BuildingPress2001．ＲE．．M．·25·ChinaPulp＆PaperVol.33No.1120142001．5LINXue-fen．ＲeviewofSeveralBiologicalTreatmentProcessforPulpandPapermakingEffluentJ．ChinaPulp＆Paper200822134．．J．200822134．6CHENZhi-qiang．ThePracticeofPaperIndustrialWastewaterTreat-mentwithAnaerobicandAerobicTechnologyJ．ChinaPulp＆Pa-per200322727．．-J．200322727．7WUJingLUZheng-yuHUJi-cuietal．NewEfficientInternalCir-culationICAnaerobicＲeactorJ．ChinaWater＆Wastewater200117126．．ICJ．200117126．8DengＲong-sen．TheoryandTechnologyofWastewaterTreatmentbyOxidationDitchM．BeijingChemicalIndustryPress2006．．M．2006．9LIUJun-chao．AerationSystemSelectionforPulpandPaperMill'sEf-fluentTreatmentJ．ChinaPulp＆Paper2003221134．．J．2003221134．10SUNDe-zhi．AdvancedOxidationTechnologyofEnvironmentalEn-gineeringM．BeijingChemicalIndustryPress2002．．M．2002．11CHENNanCHENYong-liLIUXin-liang．etal．EngineeringAp-plicationofFentonAdvancedOxidationProcessforWashingandBleachingEffluentTreatmentJ．ChinaPulp＆Paper2009281059．．FentonJ．2009281059．CPP··《》2014“”《》。《》《》2014。、。、。、[e-mail]。2014《》15《》。。《》20152、。2015《》《》、、、、、、。《》、、。《》。《》“”、“”、“”、“”Scopus、CA。《》CN11-1967/TSISSN0254-508X251610/12020/240。《》2—194DK11070。《》。0106477817301064778158～[e-mail]4100102·35·《》20143311