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ID:32241431
大小:2.37 MB
页数:63页
时间:2019-02-02
《废纸造纸废水臭氧曝气生物滤池深度处理技术研究》由会员上传分享,免费在线阅读,更多相关内容在学术论文-天天文库。
1、浙江大学硕士学位论文摘要造纸工业水耗高,废水排放量大,对其深度处理技术进行研究和应用,以推动废水循环利用,意义重大。本文对臭氧一曝气生物滤池联合工艺深度处理造纸废水进行了研究,考察了气水比、水力负荷、运行周期等操作参数对处理效果的影响,探究了曝气生物滤池(BAF)的快速启动情况,研究了其对常规污染物及造纸废水特征污染物的降解特性,同时结合臭氧预氧化,探究了臭氧对废水可生化性的提高及联合工艺对各种污染物的降解效果。实验结果表明,BAF深度处理废纸造纸废水适宜的运行条件为:气水比3:1,水力负荷0.23m3/(m3-h),反冲洗周期7~8天;滤池对CODc
2、,的去除主要集中在0~60cm处,对氨氮的去除主要集中在20~80cm处,对浊度的去除主要集中在0--40cm处;BAF具有快速启动能力。造纸废水经臭氧预氧化8min后,可生化性得到了显著的提高,B/C由0.21提高到o.45,再经BAF处理后各种污染物均有良好的去除效果,在适宜的运行条件臭氧投量50mg/L,接触8min,BAF气水比3:1,水力负荷0.23m3/(m3.h),联合工艺对CODc,、UV254、氨氮、浊度、色度及邻苯二甲酸二异丁酯(DIBP)的去除率分别达到54.9%、74.5%、88.3%、92.2%、88.8%、46.9%,出水水
3、质达到制浆造纸工业水污染物排放标准(GB3544.2008),其运行费用为1.25元/t。关键词:造纸废水;臭氧预氧化;曝气生物滤池;深度处理II浙江大学硕士学位论文AbstractWiththedevelopmentofpaperindustry,theproblemssuchaswaterconsumptionandwastetwaterdischargebecomemoreserious,SOitisimportanttostrengthentheadvancedtreatmentofpapermillwastewaterandpromoteth
4、ewastetwaterreuse.Thisworkstudiedtheadvancedtreatmentofpapermillwastewaterbycombinedprocessofozone—biologicalaeratedfilter.Theimpactofoperatingparametersonthetreatmenteffectsuchasair-to—liquidratio,hydraulicloadingandoperationperiodwereinvestigated.Thequickstart·upsituationofBAF
5、,degradationcharacteristicsofconventionalpollutantsandparticularpollutantsinpapermillwastewaterwerealsoanalyzed.Furthermore,theeffectoftheimprovementofbiodegradabilitybypreozonationandthedegradationeffectofcombinedprocessonpollutantswereresearched.Resultsshowthatair-to—liquidrat
6、io3:1,hydraulicloading0.23m3/(m3-h),backwashperiod7-8daysweretheoptimumoperatingcondition.TheremovalofCODcr,NI-Ia-NandturbiditybyBAFweremainlyfocusedintherangeof0-qS0cm,20-80cm,0~40cm,respectively.Itdemonstratedthatbiologicalaeratedfilterhadquickstart—upcapability.Afterpreozonat
7、ionof8minutes,thebiodegradabilityofwastewaterwassubstantiallyincreased,whereB/Cratiowasincreasedfrom0.21toO.45.Pollutantscouldbedeeplyremovedbycombinedprocessofozone—biologicalaeratedfilter,underconditionsofozonedose50mg/L,contacttime8min,BAFair-to—liquidratio3:1andhydraulicload
8、ing0.23m3/(m3-h),theremovalofCODcf'U%54,NH3-N,t
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