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1、印染废水处理工艺环境工程等专业毕业设计毕业论文I摘要废水处理厂设计规模2000m3/d设计水质水量为Q=2000m3/d,BOD5=230mg/LCODcr=1100mg/LPH=911SS=210㎎/l,色度400倍。经处理后应达到下列出水水质BOD≤25mg/L,COD≤100mg/L色度≤40倍SS≤70mg/L,PH=69。本设计采用水解酸化加生物接触氧化处理废水。处理构筑物主要有调节池、水解酸化池、生物接触氧化池、竖流式沉淀池、浓缩池、泵房、脱水机房和鼓风机房等。其主要构筑物生物接触氧化池采用传统的一段式接触氧化总共采用两座每座分为四格处理效果明显。预处理
2、的调节池和水解酸化池有效的降低了污水的各项指标为生物接触氧化池的进水提供了最佳进水指标同时还有效的降低了污水的色度再加上后面的竖流式沉淀池的絮凝沉淀作用色度指标大大降低基本上可以满足出水的要求。关键词印染废水废水处理生物接触氧化www.docin.comIIAbstractThedesigningscaleofwastewatertreatmentplantis2000m3/d,thedesigningqualityandquantityofwaterare:Q=2000m3/dBOD5=230mg/L,CODcr=1100mg/L,PH=911,SS=210㎎/l,Colo
3、rdegree=400times.Afterdisposingofit,thequalityofwatershouldattainthefollowingstandards:BOD≤25mg/L,COD≤100mg/LSS≤70mg/LChroma≤40timesPH=69。ThedesignacidhydrolysisBiologicaloxidationwastewatertreatment.Dealingwiththemainstructuresregulationpool,poolacidhydrolysis,biologicaloxidationpond,thevertica
4、lflowsedimentationtank,concentratedpool,pumpingstations,Dehydrationroomandtheotherblower.Themainstructuresofbiologicaloxidationpondusedforthetraditionalcontact-oxidation,usingatotaloftwo,eachdividedintofourblocks.significanttreatmenteffect.PretreatmentRegulationpoolsandpoolacidhydrolysiseffectivelyr
5、educethesewageindicatorsofbiologicaloxidationpondinundated.Intakeprovidesthebestindicator,butalsoeffectivelyreducesewagecolor,plusbehindtheverticalflowsedimentationtankofflocculationandsedimentation,colorindicatorsgreatlyreduced.Basicallymeetwaterrequirements.KEYWORDS:textileprintinganddyeingwastewa
6、terKeywords:dyeingwastewaterwastewatertreatmentbiologicaloxidationwww.docin.comIII目录摘要....................................................................................................................................IAbstract.........................................................................
7、.......................................................II目录.................................................................................................................................III前言.......