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河北大学2010届本科生毕业论文（设计）本科生毕业论文（设计）题目：某泡皮厂废水处理站工艺设计学院化学与环境科学学院学科门类理学专业环境科学学号2006435027姓名任建飞指导教师李占臣装订线河北大学2010届本科生毕业论文（设计）2010年5月30日某泡皮厂废水处理站工艺设计摘要对规模为1000m3/d的某泡皮厂废水进行工艺设计。根据污水原始资料及《室外排水设计规范》（GB50014-2006），最终确定采用“水解酸化＋混凝沉淀＋臭氧接触氧化＋砂滤＋生物接触氧化池”工艺方案。原水首先进入格栅,用以去除大块污染物,以免其对后续处理单元或工艺管线造成损害。格栅后有集水调节池，污水自流入水解酸化池，处理进水中有机物，改善废水的可生化性能，使BOD5/CODCr提高，污水提升泵提升污水进入混凝沉淀装置，废水经泵前进入特制的管道混合反应器，在这里，让废水在反应器中与混凝剂充分混合，由于特殊设计的参数，可以使废水在进入混凝处理系统后得以最充分有效的发生凝聚反应。然后废水进入臭氧氧化处理单元，依靠臭氧分子的强氧化作用，降低废水中的有机物含量，同时对回用系统进行杀菌，抑制水体变质，然后废水进入混合滤床，用以对臭氧氧化后出现的悬浮物进行分离，以得到更高水质的回用水。污水流入生物接触氧化处理系统，进行有机物的去除及SS的去除。剩余污泥经污泥提升泵提升至重力浓缩池，以降低污泥含水率，减小污泥体积。污泥经浓缩后，进入脱水机房进一步脱水。在完成污水和污泥处理构筑物的设计计算后,根据平面布置的原则,综合考虑各方面因素进行了污水处理构筑物的总平面布置。关键词：泡皮废水；混凝同向流；臭氧接触氧化工艺；生物接触氧化工艺；污泥浓缩。河北大学2010届本科生毕业论文（设计）TechnologicaldesignforbubbletannerywastewatertreatmentplantABSTRACTThisstudyistodesignabubbletannerywastewaterof1000m3/d.Accordingtothesewagerawdataandoutdoordrainagedesign(GB50014-2006),ultimatelydeterminetheuseofCoagulation+acidification++sandfiltration,ozoneoxidationandbiologicalcontactoxidationpoolprocessplan.Therawwaterfirstentersthegrill,withremovesthebulkpollutant,inordertoavoiditcreatestheharmtothefollowingprocessingunitorthecraftpipeline.Catchmentafteradjustingpoolgrill,wastewaterfromthepondintotheacidification,treatmentofinfluentorganicmattertoimprovethebiodegradabilityofwastewaterperformance,sothatBOD/CODincrease,sewageliftpumpupgradesewageintothecoagulationunit,wastewaterthroughthepumpbeforeintoaspecialchannelmixingreactor,where,forwaterinthereactorandthecoagulantmixing,duetospecialdesignoftheparametercanmakethewastewaterenteringthecoagulationsystemcanbemostfullyandeffectivelyaftertheoccurrenceofcondensationreactions.Andthenintotheozoneoxidationofwastewatertreatmentunit,relyingonstrongoxidationofozonemoleculesandreducetheorganiccontentinwastewater,reusethesametime,sterilizationsystem,inhibitthedeteriorationofwaterandwastewaterintothemixedfilterbed,whichappearedaftertheozoneoxidationsuspendedsolidsseparation,inordertogetahigherqualityofreusewater.Thesewageflowsinbio-contactoxidationsystemtoeliminatetheorganicmatterandss.Theexcesssludgeispromotedtothegravityconcentrationbasinbyasludgeliftpumptocutsthesludgemoisturecontentandreducesthesludgevolume.Afterconcentration,thesludgeentersthedehydratedengineroomtobedehydratedfurther.Aftercompletingthecalculationaboutthesewageandthesludgetreatmentconstructions，accordingtotheprincipleofplanelayoutandvariousfactors，aplanearrangementsismadeforthesewagetreatmentplant.Keywords：Papermakingwastewater；CombinedOxidationDitch；SequencingBatchReactor；Bio-contactoxidationprocess；Sludgethickening.河北大学2010届本科生毕业论文（设计）目录摘要…………………...………………………………...…IABSTRACT.........................................II１序言.........................................11.1选题背景及意义.......................................................................11.2生产与排水概况.......................................................................11.3水平衡分析...............................................................................2２设计原则、依据及内容.........................32.1设计原则...................................................................................32.2设计内容...................................................................................3３设计条件.....................................43.1设计处理规模...........................................................................43.2设计进水水质...........................................................................43.3设计出水水质...........................................................................4４工艺设计.....................................54.1工艺选择...................................................................................54.2工艺描述...................................................................................94.3主要工艺单元简介.................................................................104.4各单元处理效果分析.............................................................14５构筑物设计计算..............................165.1格栅.........................................................................................165.2集水调节池.............................................................................175.3水解酸化池.............................................................................175.4一体化设处理系统……..……………………………..….….185.5生物接触氧化池.....................................................................195.6沉淀池.....................................................................................235.7清水池.....................................................................................245.8污泥浓缩池.............................................................................25河北大学2010届本科生毕业论文（设计）5.9污泥脱水机房.........................................................................275.10构筑物及设备一览表...........................................................276污水处理站总体布置...........................286.1平面布置原则.........................................................................286.2高程布置.................................................................................28７公用工程...............