低CN比条件下曝气生物滤池深度脱氮常会庆

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92Vol.9No.220152ChineseJournalofEnvironmentalEngineeringFeb.2015C/N12111.4710032.100085C/N、、C/N。2mL/min0.49~1.02mg/L2.89~7.48mg/LC/N50%。60%C/N。C/NC/N。X703A1673-9108201502-0725-06AdvancednitrogenremovalofbiologicalaeratedfilterunderlowC/NratiosChangHuiqing12GuoDayong1WangHao11.DepartmentofEnvironmentandResourceHenanUniversityofScienceandTechnologyLuoyang471003China2.DepartmentofWaterPollutionControlTechnologyResearchCenterforEco-EnvironmentalSciencesChineseAcademyofSciencesBeijing100085ChinaAbstractThepurposeofthisstudywastoachieveadvancednitrogenremovalofbiologicalaeratedfilterunderlowC/Nratioandtoprovidetheoreticalreferencesforremovalofnitrogenatlowcarbonconcentrationandenergyconsumptionconditions.Theexperimentstudiednitrogendynamicchangeandremovaleffectinbiologicalaeratedfilterusingartificialwastewateranddeterminedoptimaloperatingconditionsandparameterswhenaera-tionratewas2mL/minDOwas0.49~1.02mg/Landnitriteconcentrationwas2.89~7.48mg/LduringwholeoperationperiodnitriteaccumulationratewashigheratC/Nratioof1andthevaluewasmorethan50%.Theremovalrateoftotalnitrogenremainedatmorethan60%achievedadvancednitrogenremovalunderlowC/Nratio.Throughtheaerationregulationofthebiologicalaeratedfilterachievednitriteaccumulationpro-videdadvancednitrogenremovalconditionforthewastewateroflowC/Nratioandthebasisfornitrogenremovalofcitytailwater.Keywordsadvancednitrogenremovalbiologicalaeratedfilternitriteaccumulationnitrogenremoval11K08ESPCRKZCX1-YW-06-012014-01-072014-02-211974—。E-mailhqchang@126.com。21HNO22。A/OA2/O3456SBR78。HNO2910。TN1112。、pH、DO1314。C/NC/N9C/NA7.52.515。。C/NC/N、。11.1A2/O。NH4Cl、NH+4-N25mg/LCOD25mg/LC/N1。KH2PO4TP2mg/LpH7.5。CuCl230μg/LH3BO350μg/LZnCl250μg/LNH46Mo7O24·4H2O50μg/LCoCl2.6H2O50μg/LNiCl250μg/L。1.2。。331NH+4-N、CODTP25、252mg/L0.5mL/min2NH+4-N、CODTP25、252mg/L2mL/min3NH+4-N、CODTP25、252mg/L4mL/min340d2d。1.3NH4-NNO3-NNO2-NN-1---TN-DOpH510-precisionpHmeterpHCOD。=/+×100%。=/×100%、。1.431。40cm6cm。、0.32mm。50mL/h。1Fig.1Schematicdiagramofexperimentalset-up22.1NH+4-N2NH+4-N。3NH+4-N40dNH+4-N0.50~1.17、0.20~4.4810.14~18.05mg/LNH+4-N95.31%~98.00%、82.07%~97.11%27.00%~59.44%2。1、23NH+4-N。NH+4-NNH+4-N。2.2336272C/N2NH+4-NFig.2Concentrationchangeandremovalrateofammoniumnitrogen7.93~16.03、0.53~2.631.73~3.83mg/L。3177%2330%。12、3。3Fig.3Concentrationchangeofnitrateandnitrificationrate2.34。30.32~1.71、2.89~7.481.21~5.98mg/L。23。2。111%250%~90%340%~70%。322。HNO250%16。4Fig.4Concentrationchangeofnitriteandnitriteaccumulationrate2.45。10.42~18.94、5.97~9.7516.05~23.63mg/L。24.26%~58.23%、60.16%~76.12%7.34%~35.96%72795。260%2。5Fig.5ConcentrationchangeandremovalrateofTN2.5pHDO6pHDO。pHpH7pH8HNO26pHDOFig.6ConcentrationchangeofpHandDOHNO2。3pH6.57~7.34、7.54~8.237.02~7.70。2pHpHHNO2。=DO1.5mg/L17。1.78~2.67、0.49~1.020.26~0.61mg/L。2HNO2。2.6COD7COD。C/NCOD18。COD312COD。12COD7COD22COD2。3COD64%~92%、68%~96%48%~88%2COD。7CODFig.7ConcentrationchangeandremovalrateofCOD8272C/N3C/N、pH、DO19-21。C/N=1C/N2223C/N32、340%C/NC/N。3C/N3DO。DO24。2mL/hDO0.49~1.02mg/LDO25。。pH。pH7~8.56~7.5。pH26。2pH7.54~8.23pH。。4C/N60%。C/NC/N。C/NC/N。1..201142211-1350XieXinliWangXin.Analysisofinfluencingfactorsofshortcutnitrification-denitrificationbiologicalnitrogenre-movaltechnique.IndustrialWater&Wastewater201142211-1350inChinese2.-.200922459-62108WangMinWangJiangen.Studyonthefactorsinfluencingshortcutnitrification-denitrificationprocess.PollutionCon-trolTechnology200922459-62108inChinese3.A/O.2012354170-174HuLan.Shortcutnitrification-denitrificationbybioactivecarbonA/Otechnique.EnvironmentalScience&Technol-ogy2012354170-174inChinese4.A2O.2010305625-632ZengWeiLiLeiYangYingyingetal.Short-cutnitrifi-cationanddenitrificationinA2Oprocesstreatingdomesticwastewater.ChinaEnvironmentalScience2010305625-632inChinese5..2009295486-492ZhiXiahuiHuangXiaLiPengetal.Affectingfactorsofnitriteaccumulationinanaerobic-aerobic-anoxicshortcutnitrificationprocess.ChinaEnvironmentalScience2009295486-492inChinese6.Orbal.20052185-9GaoShouyouPengYongzhenWangShuyingetal.Pilotstudyonorbaloxidationditchforbiologicalnitrogenremov-al.ChinaWater&Wastewater20052185-9inChinese7.SBR.2009293312-317LiLingyunPengYongzhenYangQingetal.Factorsoptimizationofrapidstart-upforpartialnitrificationinSBRprocess.ChinaEnvironmentalScience2009293312-317inChinese8.NaClSBR.2013392280-286ZhangLanheFuXiangyuYangTaoetal.EffectofNaClsalinityonshort-cutnitrificationanddenitrificationu-singSBR.JournalofBeijingUniversityofTechnology2013392280-286inChinese9.A/O.2006265703-7099279MaYongWangShuyingZengWeietal.A/Opilot-scalenitrogenremovalprocesstreatingdomesticwastewaterI.Thestudyofshort-cutnitrificationanddenitrification.ActaScientiaeCircumstantiae2006265703-709inChinese10..2005313167-168HanYan.Experimentofammonia&nitrogenremovementbytechnologyofbiologicaltouchingoxidization.ShanxiArchitecture2005313167-168inChinese11HanakiK.HongZ.MatsuoT.Productionofnitrousoxidegasduringdenitrificationofwastewater.WaterSci-enceandTechnology1992265-61027-103612ChungJ.BaeW.LeeY.etal.Shortcutbiologicalnitro-genremovalinhybridbiofilm/suspendedgrowthreactorsProcessBiochemistry2007423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