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215011。IC、。。20-30℃CODcr60~85%IC、。X703.1A1007-0370201309-0048-04ResearchonTreatmentofHighEfficientCirculateAnaerobicReactorinChemicalWastewaterWangYongqingSuzhouKedaienvironmentaltechnologyJiangsu215011AbstractChemicalindustryplaysanimportantroleinnationaleconomybuttodevelopchemicalindustrythetreatmenttechnologyshouldberesearchedandappliedtoengineeringpracticewhichcanreduceoreveneliminatethedamagetotheecology.ThepaperstudiedonthefeasibilityefficiencyandfunctionofchemicalindustrywastewateranditstypicalcontaminantstreatmentwithanICInternalcircu-lationanaerobicreactor.TheresultoftestindicatedthatthereaetorhascapacityofCODremovalandcolourreasonableconstructionsafeandconvenientoperationindifferentconcentrationofPollutantsasconditionquantityUpflowblanketfilterbiologicalreaetorhasspecificPropertyofquicklystaredshorttimeinformPartieulatesludgeandbearingdashloadashighconcentrationofmicroorganism.TheresultoftestshowedthatCODremovalrateis60~85%inpollutantsbetween20to30oCtheresultoftestindicatedthatICanaerobicreactorisawastewatertreatmentprocesswithhighefficiencyandlowenergy-consumption.KeywordsChemicalindustrywastewaterInternalcirculationreactionAnaerobictreatment2.88×1091。、、、、、。、。、、。。ICPaques2080UASB。、、。。IC2UASB。ICIC。IC—84—25920139IC。11.1UASB24hCOD500mg/L2000mg/LCOD80%10kgCOD/m3·d3。IC、、。1.21。1-1IC1mg/Lmg/LpH7.12~7.867.76COD977~28291787BOD5283~999594BOD5/COD0.29~0.360.33SS2100~23602230VS525~6075460.19~1.320.741.3a.COD1b.BOD51c.SSVS1d.e.pHpH2。22.1IC。0.2-1.5mm。。。。2.2ICCOD2ICIC1-90。1.4-3.5kgCOD/m3·d9kgCOD/m3·d。9020kgCOD/m3·d—94—。90。。ICpH6.5~7.0。2IC2.3ICCOD3ICCOD。3CODCODCOD90CODCOD40%COD70%85%。、、、。。、。COD70%85%。190-270。HRT。3ICCOD2.4IC2.4.1IC3ICCODIC。CODCODCODICCODCODIC。2.4.2HRTHRT。ICHRTHRT2。2HRT2.131.01COD357752mg/LCODHRTCODIC。COD70%-80%0.42-1.0m3/m3·dCODHRT。ICCODCOD。—05—259201392HRTHRT/dCOD/mg/LCOD/mg/LCOD/%CODCOD/m3·dm3/m3·d12.13284235787.441.981.0622.03292141985.662.210.9731.94279541985.012.370.8741.86285247283.452.740.7351.63291052481.992.920.6361.49285968376.113.120.5971.21297369276.723.640.4981.01300475274.973.840.422.4.34ICCOD。ICICCODICIC。5IC18-28℃COD64~90%。24℃COD80%COD400mg/L。IC。20℃CODCOD700~800mg/LIC。4ICCOD31.IC80-90d90dCOD。2.IC45.26kgCOD/m3·dCOD70%。3.pH7.5。4.ICIC22℃HRT2h。1.ICJ.200423140-43.2.J.200018416-19.3.UASBJ.200316365-67.4.J..199727332-34.5.M.1998.6MKNYenkieSUGeissenAVogelphohl.BiodineticsofwastewatertreatmentinthehighperformancecompactreactorHCRJ.TheChemicalEngineeringJournal199249B1-B12.7.HCRJ.199797424-26.8.J.20001620-24.2013-6-261980-.—15—
本文标题:高效内循环厌氧反应器处理化工废水的研究王勇清
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