高锰酸钾预氧化溶气气浮炭砂滤池组合工艺处理引黄水库水的试验研究

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4010201410JOURNALOFBEIJINGUNIVERSITYOFTECHNOLOGYVol.40No.10Oct.2014//121223321.1001242.2501013.250021、//.KMnO40.3mg/L、PAFC3.0mg/LAl3+、0.3MPa10%、、TOC、a、94.45%、99.34%、46.68%、66.64%、95.44%41.5MIB92.47%GSM.THMFPCHCl3、CHBr3、CHClBr2、CHCl2Br42.86%、37.50%、30.30%、24.09%.、、、、.TU991.2A0254-0037201410-1554-07TreatmentofReservoirWaterDerivedFromtheYellowRiverbyPotassiumPermanganatePre-oxidation/DissolvedAirFlotation/GAC-sandFilterCombinedProcessWANGYong-lei12LIJun1LIMei2ZHANGKe-feng2JIARui-bao3SONGWu-chang3WANGXin21.KeyLaboratoryofBeijingforWaterQualityScienceandWaterEnvironmentRecoveryEngineeringCollegeofArchitectureandCivilEngineeringBeijingUniversityofTechnologyBeijing100124China2.CollegeofMunicipalandEnvironmentalEngineeringShandongJianzhuUniversityJinan250101China3.JinanWaterandWastewaterMonitoringCenterJinan250021China2013-08-212012ZX07404-003-0065107800881220052012-K7-81977—E-mailwyl1016@sina.com1964—E-mailjglijun@bjut.edu.cn1964—E-mailkfz@sdjzu.edu.cnAbstractAimedattherawwaterqualitycharacterizdbylowtemperatureandlowturbidityinwinterhighalgaeandorganicmatterinsummerthecombinedprocessofpotassiumpermanganatepre-oxidation/dissolvedairflotation/GAC-sandfilterwasdevelopedtotreathighalgaewaterinQueshanreservoir.Testshowedthattheprocesscouldreachabetterresultwhenthedosageofpotassiumpermanganatepre-oxidationwas0.3mg/LthedosageofPAFCwas3mg/LAl3+thedissolvedairpressurewas0.3MPaandtherecycleratewas11%.TheaveragedremovalefficiencyofTOCturbidityparticulatematterchlorophyllaandblue-greenalgaebycombinationprocesswere46.68%94.45%99.34%10//66.64%and95.44%respectively.Odorleveldecreasedwithprocessflowfromrawwaterlevel4toeffluentlevel1.5.GSMtreatedbyflotationunitwasunderthedetectionlimitandtheremovalefficiencyofMIBreached92.47%.TheremovalrateofeachcomponentofTHMFPincludingCHCl3CHCl2BrCHClBr2andCHBr3were42.86%24.09%30.30%and37.50%respectively.Thecombinedprocesshasagoodabilitytoremoveregularindicesalgaeodorsubstancesandprecursorsofdisinfectionbyproducts.KeywordspotassiumpermanganatedissolvedairflotationGAC-sandfilterreservoirwaterderivedfromtheYellowRiver264.18×106m3/d.、、.———《》GB5749—2006.“”1-2、、3-4.//《》GB5749—2006.11.15m3/hKMnO45minPAFC、1.1.1Fig.1Pilottestdeviceofcombinedprocess1Table1Designparametersofcombinedprocess0.5m6.3m5min15m3/h/2.6m×0.8m×4.5m20minTS+8.5m/h12~24h0.5~1.2mm800mm0.5~1.2mm400mm1.223~27.0℃pH7.88~8.482.、106/L.555120142Table2Rawwaterqualityduringtestperiod/NTUUV254/cm-1ρ/mg·L-1ρCODMn/mg·L-1ρ/mg·L-1/mL-1/mL-15.830.0350.233.504.40919300522.49~7.420.023~0.0470.126~0.3352.43~4.063.90~5.60838~102834591~886271.33.3Table3TestparametersandmethodsCODMnWPCSV2.0TSZ-400ATOC-pHFPAUV254、-22.12.1.1KMnO45min0.1、0.3、0.5、0.8mg/L、CODMnUV2542.2Fig.2InfluencesoncombinedprocessatdifferentpotassiumpermanganatedosagesKMnO4//KMnO4、0.3mg/LCODMn40.25%20.52%UV25444.09%20.17%88.93%13.88%.KMnO4、5-6.KMnO40.5mg/LKMnO4.KMnO40.3mg/L.2.1.2.7-9.PAFC1.2g/cm310%50r/min15r/min.PAFC1.0、2.0、3.0、4.0mg/LAl3+3.、CODMn、UV254PAFC1.0mg/L3.0mg/L30%77.01%UV25410.26%27.36%CODMn8.26%31.38%.3.0mg/L655110//.PAFC3.0mg/L.3Fig.3Removalefficiencyofpollutantsatdifferentdosages2.1.310、、、、11.5%~15%12..4Fig.4Removalefficiencyofpollutantsatdiffrentrefluxratios0.3MPa0.3MPa.5m3/hPAFC3.0mg/L.6%、7%、8%、9%、10%、12%、14%、UV254、CODMn4.410%.6%10%3.19NTU0.97NTU21.7%..、.10%.2.25m3/hKMnO40.3mg/LPAFC3.0mg/L10%0.3MPa..2.2.1TOC2.60~2.92mg/L1.29~1.68mg/L46.76%KMnO43.55%17.41%25.80%.5TOC.KMnO413.KMnO4KMnO4、.、.、.2.2.26.4.86~8.63NTU0.30~0.42NTU94.27%KMnO47.84%62.14%24.29%.KMnO4、.KMnO4.KMnO4755120145TOCFig.5RemovalefficiencyofTOCineachunitsofcombinedprocessMnO2·xH2O14、.2.2.3、15MIB、GSM.6Fig.6Removalefficiencyofturbidityineachunitsofcombinedprocess4MIB6GSM.441.5GSMMIB92.47%、、21.67%、35.0%、35.8%GSM《》GB5749—20060.00001mg/L.4Table4Removalefficiencyofodorsubstancesbycombinedprocess/GB5749—200643.22.91.5ρGSM/mg·L-16×10-65.8×10-6<5×10-6<5×10-60.00001ρMIB/mg·L-16×10-54.7×10-52.6×10-54.5×10-60.00001KMnO4KMnO4KMnO4、16.GSMMIB.2.2.4THMFPTHMs、、17.THMFPTHMsTHMFPTHMs.THFMP7.THMFP0.1271mg/LTHMFP33.36%0.1171mg/L7.87%0.1022mg/L19.59%0.0847mg/L.THMFPCHCl3、CHBr326.53%、25.00%.7THMFPCHCl3、CHCl2BrTHMFP38.55%、32.33%.THMFPCHCl3、CHBr3、CHClBr2、CHCl2Br42.86%、37.50%、30.30%、24.09%THMFP855110//GB5749—2006.THMFP7THMFPFig.7RemovalefficiencyofTHMFPineachunitsofcombinedprocessKMnO4THMFP18..2.2.5a3.9~5.6mg/L、838~1028/mL5a61.20%~73.25%66.64%94.39%~97.01%95.44%.KMnO419-20.5Table5Removalregularofnon-regularindicesbycombinedprocess/%ρa/μg·L-15.63.94.41.51.41.566.64/mL-1102883891954294295.44/mL-134591886273005229612320199.332.2.6.34591~88627/mL99.00%~99.56%99.34%2~5μm..、.2.31HRT1.0hHRT2.0~4.0hHRT1/2~1/4.2KMnO40.3mg/LPAFC3.0mg/L5.0~6.0mg/L40%~50%.、、、0.15kW·h/m30.20~0.35kW·h/m3.31KMnO4、PAFC0.3mg/L、3.0mg/L0.3MPa10%《》GB5749—2006.2、、ρTOC2.60~2.92mg/L1.29~1.68mg/L46.68%.4.86~8.63NTU0.30~0.42NTU94.45%.、95512014a、99.34%、66.64%、95.44%.341.5MIB92.47%GSM.4.THMFP0.1271mg/L0.0847mg/L33.36%.THMFPCHCl3、CHBr3、CHClBr2、CHCl2Br42.86%、37.50%、30.30%、24.09%.1.J.201238119-12.JIARui-baoSUNShao-huaGUIPingetal.Researchofdrinkingwatersecuritytechnologyandcomprehensiv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