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当前位置:首页 > 商业/管理/HR > 公司方案 > 多级土壤渗滤系统处理低有机污染水的脱氮效果与机理解析吴浩恩
3612201612ActaScientiaeCircumstantiaeVol.36No.12Dec.2016No.50978001“”No.2012ZX07102002SupportedbytheNationalNaturalScienceFoundationofChinaNo.50978001andtheMajorNationalProjectsonWaterPollutionControlandTreatmentNo.2012ZX071020021990—E-mailwuhaoen03@163.com*E-mailwzwu@pku.edu.cnBiographyWUHaoen1990—maleE-mailwuhaoen03@163.com!CorrespondingauthorE-mailwzwu@pku.edu.cnDOI10.13671/j.hjkxxb.2016.0308.2016.J.36124392-4399WuHEWeiCJWuWZ.2016.Studyonnitrogenremovalperformanceandmechanismofexternalcarbonsourceaddedtwo-stagesmulti-soil-layeringsystemsforlowpollutantloadingwastewatertreatmentJ.ActaScientiaeCircumstantiae36124392-4399,,*1008712015-12-262016-07-272016-07-29“+”multi-soil-layeringsystemMSLMSL.MSL1MSL2PHBVGC-4.10、、.MSL2MSL1.1.0m3·m-2·d-1.19℃<15℃MSL1NH+4-N、TN91%、62%81%、45%MSL2NH+4-N、TN88%、72%80%、55%MSL2MSL1.2TN20%.MSLCOD.MSL、、MSL2MSL1amoAnirS、nirKMSL.0253-2468201612-4392-08X703AStudyonnitrogenremovalperformanceandmechanismofexternalcarbonsourceaddedtwo-stagesmulti-soil-layeringsystemsforlowpollutantloadingwastewatertreatmentWUHaoenWEICaijieWUWeizhong*CollegeofEnvironmentalScienceandEngineeringPekingUniversityBeijing100871Received26December2015receivedinrevisedform27July2016accepted29July2016AbstractTheMSLmulti-soil-layeringMSLsystemswithoneaerobicstageandoneanaerobicstageweresetupforthelowpollutantloadingwastewatertreatment.ThedenitrificationeffectinanaerobicstagewasenhancedbyexternalcarbonsourceadditionwhichwereselectedasthesawdustforMSL1systemandthePHBVpoly-3-hydroxybutyrate-co-3-hydroxyvaleratemixedGC-4carbonsourceforMSL2system.Operationconditionsincludingtemperatureandhydraulicloadingwerevariedforsystemperformanceevaluation.Whenthehydraulicloadingwas1.0m3·m-2·d-1thedenitrificationefficienciesofbothtwoMSLsystemsweredecreasedwhentheinflowtemperaturewasdecreasedfrom~19℃to<15℃.TheaverageNH+4-NandTNremovalefficienciesofMSL2werereducedfrom91%to45%andfrom81%to62%respectively.ForMSL2systemtheaverageNH+4-NandTNremovalefficiencieswerereducedfrom88%to80%andfrom72%to55%respectively.ThereresultsdemonstrateanobviouslybetternitrogenremovalperformanceofMSL2systemwithGC-4comparingwithMSL1withsawdust.InadditiontheTNremovalefficienciesofbothtwoMSLsystemswereenhancedforabout20%underlowerhydraulicloadingindicatingthatamoresufficientcontactbetweentheslowerwaterflowandthecarbonsourcecanbenefitthedenitrificationefficiency.Basicallytherewerenoexcessivecarbonsourcereleasephenomenonoccurredsincetheaverage12CODremovalefficienciesofMSL2weremaintainedatabout40%.Thefunctiondivisionandabundancesofmicroorganismnitrificationbacteriaanddenitrificationbacteriawerestudiedbymolecularbiologicalapproach.TheresultsshowthatthebiomassandthedenitrificationgeneabundanceinMSL2systemwereobviouslymorethanthatinMSL1system.ThenitrificationbacteriaamoAgenewerefoundmainlydistributinginaerationstagewhiledenitrificationbacterianirSnirKmainlydistributedinthesoillayerofanaerobicstagewhichevidentlyexplainedthedenitrificationdifferencebetweentwoMSLsystemsinbiologicalaspect.Keywordsmulti-soil-layeringsystemsolidcarbonsourcelowpollutantloadingwastewaterenhancednitrogenremoval1Introduction.、2010.、.、、、2009.、2015..、..Multi-soil-layeringsystemMSLWakatsuki19902090、、、2009a.PLML“-”.、、、Luanmaneeetal.2001Luanmaneeetal.2002Satoetal.20052009b201020122011.MSL“-”.、、、、.MSL..“+”MSLAC/NPHBV、GC-4MSL、MSL.2Materialsandmethods2.1“+”1.“A2/O”1MSLFig.1StructureandflowchartofexperimentMSLsystem393436...0.4m×0.3m×0.8m××0.4m×0.3m×1.0m××.ML2××=0.3m×0.2m×0.1m××=0.15m×0.2m×0.1m.PL40mm.2.22MSL1MSL2GC-4.2MSL1PLML、、、、、PLML、、、、、MSL2MSL1GC-4.2.3201482015615℃3.119.05℃>15℃211.41℃319.03℃>15℃.、MSL1.、2MSL.1Table1Summaryofthewaterqualityandoperationconditions/℃pHCOD/mg·L-1NH+4-N/mg·L-1NO-3-N/mg·L-1TN/mg·L-1/m3·m-2·d-1115.80~24.60/19.057.35~7.59/7.4518.64~37.29/27.886.98~9.91/8.0510.45~25.75/19.1817.94~34.60/28.231.02~5∶127.30~15.40/11.417.29~7.46/7.3717.50~42.50/27.4310.21~29.74/17.753.65~17.51/8.6222.36~35.60/28.091.02~5∶1315.60~23.50/19.037.39~7.73/7.5220.48~44.32/32.521.60~18.16/5.022.38~13.89/8.584.04~28.26/15.460.62~5∶1“/”.2.42NH+4-N、NO-3-N、TN、CODCr、pH、.0.45μm.NH+4-NNO-3-NTN-CODCr、pH2002.2.52MSLMSL“”PL、ML20-P、0-M2MSLMSL1、MSL2“”PL、ML4MSL1-P、MSL1-MMSL2-P、MSL2-M.DNA16SrRNAamoA、nirS、nirKPCR2015.3Experimentresultsanddiscussion3.12MSLMSL-、、、.“-”MSL.2.3.1.12“-”MSLNH+4-N、.NH+4-N1MSL.1MSL2MSL1NH+4-N88%、91%280%、81%.MSLNH+4-N.MSL.NH+4-N4934122、MSLNH+4-N、NO-3-N、TNTable2AverageremovalefficiencyofNH+4-NNO-3-NandTNNH+4-N/mg·L-1NO-3-N/mg·L-1TN/mg·L-1MSL1MSL2MSL1MSL2MSL1MSL218.05±0.820.76±0.2791%0.92±0.3888%19.18±5.847.39±1.9861%4.52±1.0975%28.23±5.5710.30±2.5062%7.59±2.0972%217.75±5.953.65±2.0081%3.75±1.8380%8.62±5.659.70±3.36-81%7.29±2.69-36%28.09±4.3615.50±5.1745%12.72±4.3855%35.02±4.120.32±0.3993%0.67±0.8989%8.58±3.635.62±2.9531%3.27±2.2261%15.46±5.506.62±3.2466%4.53±2.8981%MSLNH+4-N80%MSL.2a1315℃21.0m3·m-2·d-18mg·L-1MSL1、MSL20.76、0.92mg·L-10.6m3·m-2·d-15mg·L-1MSL1、MSL20.32、0.67mg·L-12MSL90%.MSL.22MSL13NH+4-N95%p1=0.076>0.05p2=0.878>0.05.3.1.22b2NO-3-N.NO-3-NNH+4-N1.22bMSL.2MSL12NO-3-Np1=p2=0.000<0.05.1MSL1、MS
本文标题:多级土壤渗滤系统处理低有机污染水的脱氮效果与机理解析吴浩恩
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