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城市生活污水厌氧生物处理发展现状作者：李亮，黄丽，刘燕作者单位：复旦大学环境科学与工程系,上海,200433刊名：环境污染治理技术与设备英文刊名：TECHNIQUESANDEQUIPMENTFORENVIRONMENTALPOLLUTIONCONTROL年，卷(期)：2004，5(12)被引用次数：3次参考文献(37条)1.蒋展鹏环境工程学19922.MaragnoALFC.CamposJRTreatmentofwastewaterwithalowconcentrationoforganicsusingananaerobicfluidizedbedreactor1992(07)3.MegaertK.VanderhaegenB.VerstaeteWApplicationandtrendsofpre-treatmentofmunicipalwastewater1992(08)4.SANZI.Fdz-PolancoFLowtemperatureofmunicipalsewageinanaerobicfluidizedbedreactor1990(04)5.LettingaG.HulshoffPolLWUASB-processdesignforvarioustypesofwastewaters1991(08)6.LettingaG.DeManA.vanderLastARMAnaerobictreatmentofdomesticsewageandwastewater1993(09)7.JwellWJThedevelopmentofanaerobicwastewatertreatment.ProceedingsofAnaerobicTreatmentofSewage19858.RittmanBE.BaskinDETheoreticalandmodelingaspectsofanaerobictreatmentofsewage.ProceedingofAnaerobicTreatmentofSewage19859.赵文玉.吴振斌新型厌氧反应器的发展及应用[期刊论文]-四川环境2002(01)10.BoyerJA.RcokCA.EditorSeabloomRWPerformanceofseptictanks.ProceedingsofSeventhNorthwestOn-SiteWastewaterTreatment.ShortCourseandEquipmentExhibition199211.YodaM.HattoriM.MiyajiYTreatmentofmunicipalwastewaterbyanaerobicfluidizedbed:Behaviouroforganicsuspendedsolidsinanaerobicreactor.ProceedingsofAnaerobicTreatmentofSewage198512.AletteAM.Langenhoff.DavidCStuckey.Treatmentofdilutedwastewaterusingananaerobicbaffledreactor:Effectoflowteamperature2000(15)13.BarberWP.StuckeyDCTheuseofanaerobicbaffledreactor(ABR)forwastewatertreatment:Areview1999(07)14.VieiraSMM.GarciaADSewagetreatmentbyUASBreactors:Operationresultsandrecommendationfordesignandutilization1992(07)15.BritoAG.RodriguesAC.MeloLFGranulationduringthestart-upofaUASBreactorusedinthetreatmentoflowstrengthwatewaters1997(04)16.SotoM.LigeroP.VegaASludgegranulationinUASBdigesterstreatinglowstrengthwastewatersatmesosphericandpsychrophilictemperatures1997(11)17.deMANAWA.LastvanderARM.LettingaGTheuseofEGSBandUASBanaerobicsystemsforlowstrengthsolubleandcomplexwastewatersrangingfrom8℃to30℃.ProceedingsofFifthInternationalSymposium198818.LastVanderARM.LettingaGAnaerobictreatmentofdomesticsewageunderclimateconditionsusingupflowreactorsatincreasedsuperficialvelocities.ProceedingsofSixthInternationalSymposium199119.RinzemaAAnaerobictreatmentofwastewaterwithhighconcentrationsofliquidsorsulfate198820.KooijmansJL.LettingaG.vanVelsenAFMApplicationoftheUASBprocessforthetreatmentofthedomesticsewageundersub-tropicalconditions:TheCalicase.InAnaerobicTreatment:AGrown-upTechnology199621.王凯军低浓度污水厌氧-水解处理工艺199122.BarbosaRA.SantAnnaGLJTreatmentofrawdomesticwaterinaUASBreactor1989(12)23.DeryckeD.VestraeteWAnaerobictreatmentofdomesticwastewaterinalabandpilotscalepolyurethanecarrierreactor198624.KOBAYASHIHA.StenstromMK.MahRATreatmentoflowstrengthdomesticwastewatersusingtheanaerobicfilter198325.LettingaG.HulshoffPolLWAdvancedreactordesign,operationandeconomy1986(12)26.NdonUJ.DagueRREffectsoftemperatureandhydraulicretentiononanaerobicsequencingbatchreactortreatmentoflowstrengthwastewater1997(10)27.NoyolaA.CapdevilleBRooquesA.Anaerobictreatmentofdomesticsewagewitharotating-stationaryfixedfilmreactor1988(12)28.SWITZENBAUMMS.SheehanKS.HickeyRFAnaerobictreatmentofprimaryeffluent198429.LettingaG.RoersmaR.GrinPAnaerobictreatmentofrawdomesticsewageatambienttemperatureusingagranularUASBreactor198330.SchellinkhoutSewagetreatment:TheanaerobicwayinadvancinginColombia199831.JoshiRN.O'MellowGP.PaiNVPilotScaleExperimentwithAnafilDigester.CivilTrainingInstituteandResearchCenter198732.AlertsGJ.VeenstraS.BentvelsenM.vanDuijlL,AFeasibilityofanaerobicsewagetreatmentinsanitationstrategiesindevelopingcountries1993(01)33.YuH.TayJH.WilsonFAsustainablewastewatertreatmentprocessfortropicalandsubtropicalregionsindevelopingcountries1997(09)34.GrautiG.DohanyosM.TilcheAAnaerobic-aerobiccombinedprocessforthetreatmentofsewagewithnutrientremoval:TheANNOXprocess1992(07)35.VanHaandelAC.LettingaGAnaerobicSewageTreatment—APracticalGuideforRegionswithaHotClimate199436.DagueRRAnaerobicactivatedsludge1996(02)37.王凯军厌氧(水解)-好氧处理工艺的理论与实践[期刊论文]-中国环境科学1998(04)相似文献(10条)1.学位论文朱珂ASBR—SBR处理低温低浓度有机废水的试验研究2005本文研究了ASBR处理低温低浓度有机废水的启动和运行特性，并将ASBR-SBR串联系统应用于低温条件下处理低浓度有机废水，以充分发掘ASBR去除污染物和SBR除磷脱氮的优势，开发一种经济、有效的低温低浓度有机废水厌氧-好氧处理新工艺。试验表明通过有效的运行控制，ASBR反应器的可以在低温条件下60d内成功启动，对进水COD的去除率在30％以上，在低温低浓度进水条件下启动关键是在不同启动阶段对ASBR采取不同的运行方式。试验表明ASBR可以对低温低浓度有机废水取得较好的处理效果。在温度10～23℃，进水COD浓度在200～700mg/L之间，水力负荷1.5～3m3/m3·d条件下，ASBR对进水COD的处理率基本在35％以上。在温度高于13℃时，温度对ASBR处理效果的影响不明显，大多数的城市污水和工业废水都可以满足该温度要求。确定的ASBR的最佳水力负荷是2m3/m3·d。机械间歇搅拌效果较好，但间歇时间不宜过长。但是ASBR在处理过低浓度废水时效果不稳定。试验表明ASBR-SBR串联系统可以高效地处理低温低浓度有机废水。串联系统对进水COD的总去除率基本在85％以上，出水COD浓度在50mg/L以下。通过对SBR反应进行适当的运行控制，系统对NH4+-N和PO43-p具有较好的处理效果，尤其是对NH4+-N的去除率很高，可以达到100％，且抗冲击负荷能力强。在控制SBR中MLSS浓度在5000ml/L左右，曝气阶段最高DO浓度在3-4mg/L之间，曝气3h、沉淀1h出水的运行工况下，系统对PO43--p的去除效率最高，可以达到90％以上。ASBR可以消化SBR产生的剩余污泥，系统的污泥产率为0.103kgMLSS/kgCOD，仅为传统好氧污水处理系统污泥产率的1/4。本试验研究表明ASBR厌氧工艺在低温条件下的快速启动和有效处理低浓度有机废水是可行的，同时说明ASBR-SBR串联系统可以经济、有效地处理低温低浓度废水，具有COD去除效率高、可除磷脱氮和剩余污泥产率低的特点，为解决我国面临的日益严峻的环境问题、能源问题提供了新的途径。2.期刊论文王贵昆.梁德正低温低浓度镀铬中的几个特殊问题-材料保护2001,34(7)根据长期的试验及生产使用过程,发现了低温、低浓度镀铬工艺一些独特的规律.分