反渗透处理高盐化工废水的试验研究伊学农

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22320116JournalofWaterResources&WaterEngineeringVol.22No.3Jun.20112010-11-192011-01-071962-。200093-。。COD、94.38%、98.20%。0.85MPaTDS3500mg/L0.0086L/m2·hTDS>4500mg/L。3.0~4.0mg/L150h0.04~0.07MPa。X781.2A1672-643X201103-0099-03StudyonhighsalinitychemicalwastewatertreatmentbyreverseosmosisYIXuenongFANYanhuaHONGDesongWANGFengSchoolofEnvironmentandArchitectureUniversityofShanghaiforScienceandTechnologyShanghai200093ChinaAbstractTakingthechemicalwastewatertreatedbytwophasecoagulation-ultrafiltrationasresearchob-jectthestabilityandeffectofreverseosmosisdesalinationprocesswereinvestigatedinthetest.Themembranepropertiesinfluencedbyoperatingconditionsandwastewaterqualitywerejudgedthroughde-salinationrateandpermeationflux.TheresultsshowedthatafterthestableoperationoftheprocesstheaverageremovalrateofCODandconductivitywas94.38%and98.20%respectively.Ataconstantpressure0.85MPawheninfluentTDSwas3500mg/Lthemembraneoperatingpropertiesweresteadyandfluxdecayratewas0.0086L/m2·hwhiledesalinationrateandpermeationfluxdeclinedsharplywithinfluentconcentrationincreasingasTDS>4500mg/L.Theinputofinhibitordosagewas3.0~4.0mg/Lthepressuredifferencewasstableat0.04~0.07MPaandsystemstableoperationin150htheeffluentwaspartlymetthewaterqualitycriteriaofprocesswater.Keywordsreverseosmosishighsalinitychemicalwastewatermembranepermeationflux1-3。2.1t。、-UF-RO。4-6。COD、、。11.1、1。1CODcr、、、、。1.21。500L/h。AApH9.5PAC1RO℃NTUmg/Lμs/cm23.8~31.727.80.24~0.410.36pH7.05~8.827.83CODcr27.52~203.74112.40TDS2270~61303980.0CaCO3175.78~917.98446.88CaCO396.5~271.4183.95SDI0.53~2.7481.764190~128407210PAMAABNa2CO3PAMBPACPAMH2SO415min0.5μmRORORO。11.31.3.1。①②③34m2④4.1MPa⑤0.14MPa⑥99.7%。RO①2h②1min。。1.3.2PLC。、、。1.42100P、TDS、、pHHQ40dSDISDIEDTACODcr。22.1RORO≤15%。Ca2+、SiO2、Sr2+RO3.0~4.0mg/LMDC220RO。2RO83.6~261μs/cm97.3%~98.9%。≤5.77mg/LCa2+、Mg2+。2RO2.2ROKerry7。3ROCODcr27.52~203.7mg/LCODcrROCODROCODcr<20mg/L。ROCODcrRO。2.3RO4TDS>4500mg/L。0012011。398.56%98.20%TDS4500mg/L。2.40.85MPa、TDS3500mg/L2h10h13.93L/m2·h13.88L/m2·h0.36%JtJ=-0.0086t+13.939R2=0.989。5。。8-9。RO3ROCOD4TDS50.02~0.06MPa0.04~0.07MPa。RORO-UF。2.50.5m3/hPAC、PAM、Na2CO3、3.584/m30.225/m30.208/m34.071/m3。0.7/m36.5/m3。、。31COD、94.38%、98.20%CODcr≤20mg/L≤206.7μs/cmTDS≤88.5mg/L≤5.77mg/L。23.0~4.0mg/LMDC220150h0.04~0.07MPa。30.85MPaTDS3500mg/LJ=-0.0086t+13.939R2=0.9890.0086L/m2·h。1.J.20042051-4.2.J.200834490-92.3LeeJae-BongParkKwang-KyuEumHee-Moon.Desali-nationofathermalpowerplantwastewaterbymembranecapacitivedeionizationJ.Desalination20061961-3125-134.4.—J.200826380-82.5.--MBRJ.2008341231-35.6.J.2009299929-934.7HoweKYC1arkMM.EffectofcoagulationpretreatmentonmembranefiltrationperformanceJ.AWWA2006984133-146.8TomKWilliamD.OptimizinganintegratedmembranesystemformunicipialwastewatertreatmentJ.Desalina-tion20082134-41.9.D.2007.1013

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