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。、。。-EGSB-CASS-Fenton。11.11。1.2500t·d-11500t·d-1。1。。22.12.1.128m×7m×6.25m2。PACPAMCOD8%。COD13800mg·L-1。2.1.27m×9m×5.5m42m28m×8m×5.5m。COD12800mg·L-17.2%。2.1.3EGSBEGSB21.3m×9.2m×10.5m3EGSB。。COD9500mg·L-125.8%COD5000mg·L-147.4%。2.1.4CASSCASS28m×13m×6.3m41Tab.1WaterqualityCOD/mg·L-1pHρ/mg·L-1SS15000＜3005.106～91000－500≤253000≤150Fenton12231.7300702.1000443.100020-EGSB-CASS-Fenton。FentonX787B1000-3770(2011)11-0120-0022011-03-071985－E-mailouyangyunliang@126.comE-maildsli@bjtu.edu.cn 2000m /d 13711201111TECHNOLOGYOFWATERTREATMENTVol.37No.11Nov.,2011120EGSB。EGSB4000mg·L-1CASSCASS。CASSCOD1000mg·L-1。2.1.530m×20m×4.5m2m。COD700mg·L-1SS100mg·L-1BOD5≤50mg·L-1COD。COD。2.2Fenton2.2.1Fenton。FentonFenton。Fenton[1-3]300mg·L-1200mg·L-13h。pH3pH7～8[4]PAM1mg·L-1。2.2.2Fenton100m34。Ф5m×4m78.5m3Ф5m×2.5m16.4m3。。。7.5kW1m×1m。2.2.33PEФ2000×2000。、6.6m3·h-115m1.1kW2m3·h-121m0.55kW。2.2.44h。Fenton0.5h、15min2.5hpH7～815min。2h3hCOD。SS。pH3～3.52hpH7～8。。COD680mg·L-1SS100mg·L-1FentonCOD。550mg·L-1Fenton280mg·L-1。2.2.5Fenton1750·t-11.925·t-12000·t-11.5·t-1840·t-10.83·t-11000·t-10.2·t-1PAM15000·t-10.015·t-10.39·t-1。1.925+1.5+0.83+0.2+0.015+0.39=4.86·t-1。3Fenton1pH2Fenton3Fenton44、。4Fenton。3hFenton。[1],,,.Fenton-UASB-A/O[J].,2010,36(4):64-66.[2],,.[J].,2008,36(1):52-54.[3],,.UV/Fenton[J].,2009,25(19):68-70.[4].-Fenton[D].:,2007:47.Fenton127121APPLICATIONOFMSBRPROCESSTOTHESECONDWWTPOFHAIMENDaiBufeng（NanjingMunicipalDesignandResearchInstituteCo.Ltd.,Nanjing210008,China）Abstract:Thedesignparameters,runningconditionsandcharacteristicsofMSBRprocessintheengineeringofthesecondwastewatertreatmentplantinHaimencitywereintroduced,andtheproblemsexistinginthedesignandtheoptimizationschemewereputforward.Keywords：wastewatertreatment;MSBRprocess;designparameters;designcharactersSBR、、、3～5min。2。[2]SBR211.6L·m-1·s-1GB50014－20061.7L·m-1·s-1。3。SBR“”“”36.7%。/“/→→SBR”。6MSBR、COD、SS、NH3-NTP90.7%、76.2%、93.0%、88.2%COD、NH3-N、TPASSB。。[1].-MSBR[J].,1999,15(6):22-24.[2].MSBR[J].,2006,22(2):90-92.“863”－20119。《》“863”。!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!MSBR!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!121ADVANCEDTREATMENTOFAUREOMYCINWASTEWATERBYFENTONREAGENTOuYangYunliang1,LiDesheng2,YaoHong2,YuHaiwei3(1.SchoolofEnvironmentalandMunicipalEngineering,LanzhouJiaotongUniversity,Lanzhou730070,China;2.SchoolofCivilEngineeringandArchitecture,BeijingJiaotongUniversity,Beijing100044,China;3.BeijingJPEnvironChinaTechnologyCo.Ltd.,Beijing100020,China)Abstract:Theaureomycinwastewaterbymeansofcoagulation-sedimentation-EGSB-CASS-bio-contactoxidationbutnotmeetthedischargestandard.ThestudymakeuseofFentonreagentforadvancedtreatmenttorebuiltwhichcanachievesatisfiedresult.Keywords:aureomycinwastewater;advancedtreatment;Fentonreagent127