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当前位置:首页 > 商业/管理/HR > 质量控制/管理 > UASBAO处理城市生活垃圾省略步除有机物脱氮长期稳定性试验研究孙洪伟
44120181JOURNALOFBEIJINGUNIVERSITYOFTECHNOLOGYVol.44No.1Jan.2018UASB-A/O12111.1001242.730070-/UASB-A/OA/O.623dUASBA/O.ρCOD1237~13813mg/L5640±2567mg/LUASB-A/OρCOD280~1257mg/L546±285mg/L.ρNH+4-N148~2414mg/L1381±634mg/LUASB-A/OρNH+4-N50mg/L.A/O.15℃A/O90%.UASB-A/OU461TP308A0254-0037201801-0013-06doi10.11936/bjutxb20170300032017-03-01516680311606RJZA0091520221976—E-mailshw@emails.bjut.edu.cn1949—E-mailpyz@bjut.edu.cnLong-termPerformanceofSimultaneousRemovalofOrganicandNitrogenfromMunicipalLandfillLeachateUsingUASB-A/OBiologicalSystemSUNHongwei12PENGYongzhen1WANGShuying11.NationalEngineeringLaboratoryforAdvancedMunicipalWastewaterTreatmentandReuseTechnologyKeyLaboratoryofBeijingforWaterQualityScienceandWaterEnvironmentRecoveryEngineeringBeijingUniversityofTechnologyBeijing100124China2.SchoolofEnvironmentalandMunicipalEngineeringLanzhouJiaotongUniversityLanzhou730070ChinaAbstractToinvestigatethelong-termperformanceoforganicandnitrogenremovalfrommunicipallandfillwithhighammonianitrogenNH+4-Nwhichwasinvestigatedbyusingalab-scaleup-flowanaerobicsludgebedUASB-anoxic/oxicA/Obiologicalsystem.ExperimentalresultsclearlyshowthatthesimultaneousdenitrificationandmethanogenesisareobtainedintheUASBreactorandalmost100%ofdenitrificationisobtained.WhenthefeedρCODisrangedfrom1237mg/Lto13813mg/Lwithanaveragevalueof5640±2567mg/LtheeffluentρCODinthebiologicalsystemfluctuatesintherangeof280mg/Land1257mg/Lwithanaveragevalueof546±285mg/L.WhentheinfluentammonianitrogenNH+4-Nvarieswidelyfrom148mg/Lto2414mg/LtheeffluentNH+4-Nis2018alwaysbelow50mg/L.MoreovertheA/OreactorovercomesthedisadvantageouseffectofthetemperatureonthebiologicalreactionandtheefficientnitrificationanddentrificationismaintainedintheA/Oreactor.Eventhoughthetemperaturedropsbelow15℃thenitrogenremovalefficiencyintheA/Oreactorreachesabove90%.KeywordslandfillleachateUASB-A/Onitrificationmethanogenesis“”.1..2-3.4-5.15℃6-7.8-9/、.1Peng10UASB-A/Oup-flowanearobicsludgebedUASBUASB2Im11-NH+4-N→NO-3-NNH+4-N→NO-2-N.15℃12.UASB-A/O623d.A/O.11.11.1Table1Characterticsofmunicipallandfillleachateρ/mg·L-1ρ/mg·L-1pH7.0~8.6ρCOD1500~23000ρTN838~2500ρTS2300~5800ρBOD51500~12000ρNH+4-N738~2400ρTSS1500~3200ρTOC3100~3700ρNO-3-N1.2~5.4ρ8000~11000ρIC318~237ρNO-2-N1.0~2.61.2UASB.A/O3000mg/L.1.3UASB-A/OUASB、A/O3.1.UASBA/O1UASB-A/OFig.1DiagramoftheUASB-A/Ocombinedsystem411UASB-A/O3L10L.A/O512~5.UASB30±2℃A/O.A/OdissolvedoxygenDO1.0~3.0mg/L.oxidationreductionpotentialORPDODO.UASB.UASBUASB.UASBNH+4-N、NO-2-N3NH+4-NNO-2-NNO-2-NNO-2-NNH+4-NUASBanammox.1.4NH+4-NNO-3-NNO-2-N、COD13.MultiN/C3000TN.WTW3420iA/OpHDOORP.1.5623d412~4.2.2Table2Operationalconditionofexperiment/d/LA/O/℃ρDO/mg·L-1/dpH11~115321→21.2~10.91.5~3.5258.5~7.52116~239331→16.9~31.41.0~2.0208.5~7.53240~354311→25.2~10.91.5~2.5258.5~7.54355~62333121→13.1~32.1→32.1~10.41.0~3.5208.5~7.522.1UASB-A/OCODUASB-A/OCOD2.623d4.11~115d2116~239d3240~354d4355~623d.1UASB.115dUASB-A/OρCOD400mg/L2a90%2bUASB-A/O.2~4ρCOD1237~13813mg/LCODCOD.UASB-A/O2UASB-A/OFig.2Long-termstabilityofCODremovalintheUASB-A/Obiologicalsystem512018ρCOD72.2~1252.9mg/L2a479.5mg/L.2bUASB、A/OUASB-A/OCOD.76.4%、12.8%、89.2%.UASBCOD2.A/O.UASB-A/OCODUASBCODA/O.2.2UASB-A/O3NH+4-N.1ρNH+4-N1491.2mg/L2ρNH+4-N1844.4mg/L4ρNH+4-N1789.5mg/L.3ρNH+4-N896.6mg/L.1ρNH+4-NNH+4-N.UASBNH+4-N0.33kg/m3·d→0.44kg/m3·3UASB-A/OFig.3Long-termstabilityofNH+4-NremovalintheUASB-A/Obiologicalsystemd→0.63kg/m3·d→0.91kg/m3·d.3NH+4-NUASBρNH+4-NA/OUASB./A/ONH+4-NNO-2-N.UASB-A/OρNH+4-N21mg/LNH+4-N95%.UASB-A/O1290%90%UASB-A/O.2.3UASB-A/O4CODUASB-A/OFig.4VariationofCODandnitorgenintheUASB-A/Obiologicalsystem4.UASBCODNH+4-NA/O.NH+4-NA/OUASBNH+4-NρNH+4-N100mg/L.NH+4-NONO-3-N/NO-2-NρNH+4-N、ρNO-2-NρNO-3-N6.5、299.5、19.7mg/L.UASBA/ON2.UASBA/O100%、27.7%.UASBA/O611UASB-A/O.UASB-A/O80%.2.4UASB5UASB.UASBN2CH4.UASBpHUASBCO2HCO-3、CO2-3CO21%.521.UASB.2UASBNO-x-NA/ONO-x-NUASB.UASB.COD3.0~7.5kg/m3·dCOD7.5~12.0kg/m3·d.5UASBFig.5CorrelationbetweenorganicloadingrateandgasproductionmassintheUSAB2.5A/O6A/ONH+4-N.4121.2℃→10.9℃→216.9℃→31.4℃→325.2℃→10.9℃→413.1℃→32.1℃→6UASB-A/OFig.6VariationsofNH+4-NandtemperatureintheUASB-A/Obiologicalsystem10.4℃→→→.10.2~32.1℃NH+4-NA/O98%.2.6pHUASB-A/O7pHUASB-A/O.UASBpHCaCO3A/OUASB.7pHUASB-A/OFig.7VariationsofthepHandalkalinityintheUASB-A/ObiologicalsystempHUASBNO-x-N→N2pH.UASBpHρ7.863037mg/L8.794127mg/L.NO-x-N1g712018NO-2-N3.57g.ρNO-2-NUASB224mg/L799mg/.A/O、pH8.798.98ρ5127mg/L5667mg/L.A/OpHpHρ7.71194mg/L.1gNH+4-N7.14gρNH+4-NA/O80mg/Lρ560mg/L.A/OUASB.31UASB-A/OρCODρNH+4-N546、50mg/L90%96%.UASBA/O.2UASB80%.3、10.2~32.1℃A/O71.4%~99.2%96.9%.1.M.20057-9.2.J.201430119-13.WANGSDAIXHCAODWetal.ResearchoncontrolparametersforpartialnitrificationofwastewaterwithhighammonianitrogenJ.ChinaWater&Wasterwater201430119-13.inChinese3.UASB-A/OJ.201137121836-1842.WANGSYWANGYSUNHWetal.Treatmentofactuallandfillleachatebysingle-stageUASB-A/OcombinedprocessJ.JournalofBeijingUniversityofTechnology201137121836-1842.inChinese4KIMDJLEEDIKELLERJ.Effectoftemperatureandfreeammoniaonnitrificationandnitriteaccumulationinlandfillleachateandanalysisofitsnitri
本文标题:UASBAO处理城市生活垃圾省略步除有机物脱氮长期稳定性试验研究孙洪伟
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