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36920119ENVIRONMENTALSCIENCEANDMANAGEMENTVol.36No.9Sep.20112011-04-272008+Fenton+BK20085512010BE20106601976-2005。1674-6139201109-0079-03UASB1231231231231231.2151222.2151223.215122UASB。CODcr1240mg/L5062mg/L65.6%80.1%。14224μs/cm17300μs/cm20%。。UASBX703AExperimentalStudyonPharmaceuticalWastewaterTreatedbyUASBAnaerobicReactorLiYuqing123MaJi123FengBiao123YuJie123YangWenting1231.JiangsuSujingGroupCo.Ltd.Suzhou215122China2.SuzhouSujingEnvironmentalEngineeringCo.LtdSuzhou215122China3.SewageTreatmentandEquipmentEngineeringResearchCenterofSuzhouSuzhou215122ChinaAbstractUASBreactorwasusedinpharmaceuticalwastewatertreatment.TheresultsshowthatundermediumtemperatureCODcrremovalefficiencystabilizedat65.6%80.1%whentheconcentrationofinfluentCODcrwasincreasedfrom1240to5062mg/L.High-salinitywastewaterinhibitedanaerobicprocessobviously.Whenelectricalconductivitywas14224μs/cm17300μs/cmCODcrremovalefficiencydecreased20%.Thereforeexceptconsiderationsforparameterssuchasinfluentorgan-icconcentrationandvolumeloadmoreattentionshouldbepaidtosalinityinpracticalengineeringdesign.KeywordsUASBreactorhigh-salinitywastewaterpharmaceuticalwastewater、、、、1-2。UASBUpflowAnaerobicSludgeBlanket、、、。UASB。11.1UASB13、。112mm810mm6L372。·97·36920119·UASBVol.36No.9Sep.20111.2.3.UASB4.5.6.7.1UASB1.23L50%5000mg/L。1.3CODcr、MLSS、、pH、。。1.41。1CODcrmg/LTNmg/LTPmg/LpHμs/cm9322161.553.73.318001238822.1pH7.8PAMCODcrCODcr22.6%。2.2UASB、。2.2.124。CODcr3。。CODcr1240mg/L6.0L/d0.8m/h1.0m/h。415%24CODcr2960mg/L、2。2、2CODcr71.00%16CODcr75.4%2480.1%。4590μs/cm10200μs/cm。VFA2.1mmol/L3.5mmol/LpH7.28.0CODcr。2.2.2UASB6.0L/dCODcr。33、3CODcr3267mg/L5062mg/L4·08·36920119·UASBVol.36No.9Sep.201111216μs/cm13420μs/cm65.6%68.6%4。2.2.3UASBCODcr14224μs/cm17300μs/cm44、4CODcr5565mg/L8125mg/L456.9%42.5%。。、5。2.3CODcr4.1L14.6LUASB。8.6L。372UASB1kgCODcr0.42m30.53m3。31UASB、48CODcr1240mg/L5062mg/L65.6%80.1%。214224μs/cm17300μs/cm20%。。3UASBCODcr。1.J.20068413-16.2.J.200316139-42.3.J.200420182-85.4.UASBJ.2009383460-462.5.UASBJ.2009295檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭檭殐殐殐殐56-59.2011《》·18·
本文标题:UASB厌氧反应器处理制药废水实验研究李宇庆
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