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610Vol.6No.10201210ChineseJournalofEnvironmentalEngineeringOct.20122*100083/MBBR/BAF/MBBR//BAF224m3/d。COD2100mg/L、90、40hCOD93.27%89.87%COD97.96%100%。/MBBR//BAF0.55。/MBBR/BAFX703A1673-9108201210-3405-07PilotstudyonindigowastewatertreatmentbytwocombinedprocessesQiuBinWangShaowenSunDezhiBeijingKeyLabforSourceControlTechnologyofWaterPollutionBeijingForestryUniversityBeijing100083ChinaAbstractTwocombinedprocesseshydrolysis-acidification/MBBR/BAFandhydrolysis-acidification/MB-BR/ozonation/BAFwererespectivelyemployedforthetreatmentofindigowastewaterinapilotplantwithascaleof24m3/d.Theexperimentalresultsshowedthat92.83%ofCODand89.87%ofcolorwereremovedbytheformerprocess97%ofCODand100%ofcolorwereremovedforthelatterprocesswhentheconcentra-tionsofCODandcolorintheinfluentwere2100mg/Land90timesrespectivelyandthetotalHRTwas40h.Theamountofresidualrefractoryorganicpollutantscanbesufficientlydecreasedbyozonationunit.Hydrolysis-a-cidification/MBBR/ozonation/BAFcombinedprocessissuggestedtobemoreeffectiveforthetreatmentofindigowastewaterexceptthatozonationaddsapproximately0.55yuanpertonofwastewatertothetotalcostofthetreatment.Keywordsindigowastewaterhydrolysis-acidification/MBBR/BAFcombinedprocessozonationpilotexperiment8632007AA06Z3282011-06-162011-08-141988~。E-mailbjfuqiubin@163.com*E-mailsdzlab@126.com、、、。。1、23456。、、78。91011。12、13。/movingbedbiofilmreactorMBBR/biologi-calaeratedfilterBAF/MBBR//BAF24m3/d26。11.1pHCOD1600~2500mg/LBOD51200~1350mg/LNH+4-N13.5~22mg/L1.98~3.06mg/LpH7.5~7.880~100。1.221.0m3/h1。Φ3000mm×4700mmΦ700mm×3000mmMBBRΦ1600mm×3400mmΦ260mm×3450mmBAFΦ900mm×3450mm300mm1800mm850mm。400mm。1Fig.1Schematicdiagramofcombinedprocess/MBBR/BAF/MBBR//BAF212、MBBR3。2MBBR1。MBBRMBBR。MBBR。1BAF。2DHX-SS-801∶10MBBRBAF。1hBAF。1.315m3SS12.4g/L0.4Φ10mm×17mm0.3mm0.97~0.98g/L800m2/m3。500L/h15d30d0.62g/LMBBR。1m3MBBR3.2m30.4。5∶1DO>3mg/L15d60431021.2g/L0.4g/L。BAF1400g/L13.6~25.5m3/g300L104∶17d。DO>3mg/L3d15L/s·m25L/s·m210min15min。。18d0.7m3/h。18~421.0m3/hCOD。42~991.31.7m3/h2。4HRT57、40、3124h。24.5g/h35、24.5、18.814.4mg/L。100L/8h3d。。1.41CODCTL-12。214。3151mol/LNaOH30min5min。4《———、、》CJ/T3028.2-94。5GC/MS100mLpH<210mLCH2Cl235mLAgilentGC/MS7890A/5975DB-1730m×250μm×0.25μm。1μL2.6mL/min50kPa1∶1220℃50℃3min10℃230℃20min250℃230℃4min40~450amu。22.1MBBRMBBR2。2MBBRFig.2VariationofbiomassduringstartingperiodofaerobicMBBR23151.2g/L。MBBR3dMBBR15d0.4g/L。。2MBBRMBBR。2.2CODHRT270436COD34。34HRT2COD2CODHRT。1HRT57、4031hCOD96.36、151.13466.04mg/L95.68%、93.27%73.18%。/MBBR/BAF。HRT24hCOD1700mg/LCOD784.75mg/L60.90%。2MBBRHRT57、40、3124h14.3、10、7.75.9min35、24.5、18.814.4mg/L2COD36.6、48.87、344.6790.25mg/L1。HRTCOD50mg/L《》GB4287-82《》GB8978-1996。COD21。HRT2CODCOD。138.10、53.51、67.89、72.24kgCOD/d36.48、49.41、53.50、40.21kgCOD/d238.24、52.91、66.4772.45kgCOD/d37.63、50.76、55.7251.29kgCOD/d。2COD。12MBBRCODHRTMBBRCOD。CODMBBR3BAF。MBBRCODBAFHRT57hCOD87.8mg/LBAF2.25%HRT40、3124hBAFCOD1BAF。12CODTable1CODremovalefficiencyineachunitoftwocombinedprocessesHRTh/MBBR/BAF%/MBBR//BAF%MBBRBAFMBBRBAF5724.4666.544.6928.4164.623.112.254020.4959.6812.6618.9952.7611.5114.703114.9746.1912.0317.2647.339.6313.45246.2436.119.208.7034.1213.439.3080431022.32。56。5621。HRT57、40、3124h192.05%、89.87%、86.14%82.42%2100%。HRT。1MBBRBAFMBBRBAF“”。2MBBR24HRTBAF。/MBBR//BAF。2.4GC/MS23。3、、、MBBR、、、、、1MBBRBAF、、。2MBBRBAF。BAF。2.522COD。。。。。9043622Table2ColorremovalefficienciesineachunitoftwocombinedprocessesHRTh/MBBR/BAF%/MBBR//BAF%MBBRBAFMBBRBAF5774.9215.572.5693.0575.5515.189.2701004069.1412.817.9289.8765.2315.4819.2901003157.5718.4310.1486.1657.9617.4524.5901002452.9412.2217.2582.4255.1311.6133.26010032Table3AnalysisofintermediatesineachunitoftwocombinedprocessesMBBR1BAF2BAFminminminminmin4.846.734.846.734.849.947.3112.9219.9521.1613.2610.8121.5930.730.715.219.9525.4532.1632.515.932.1628.934.5520.634.5530.737.2921.5737.2932.125.1538.432.525.6537.826.1528.8830.732.0532.535.0235.7837.29。1.0/kWh。1t=0.55×1.0/t=0.55/t210.55/t。321HRT=40h1COD92.34%151.13mg/L89.87%2COD97.30%COD48.87mg/L100%《》《》1。2/MBBR/BAF0.55。1..2006221122-124LiuYunxueFanZhaorongGuYaxinetal.Experimentalstudyonthetreatmentofprintinganddyeingwastewaterwith0143102carboxymethylchitin.JournalofShenyangJianzhuUniversityNaturalScience2006221122-124inChinese2..2008252177-185LiPeiruiZhangDonghuiLiZongweietal.Screeningofbioflocculantproducingmicroorganismandflocculatingtreatmentofindigoprintinganddyeingwastewater.FineChemical2008252177-185inChinese3.、.200525111497-1501ZhangZhiqiangLinBoHuJiuchengetal.Studyontheconstructioncultureandapplicationofmultiplemi-croorganismsproducingmicrobialflocculantsofstrongflocculatingactivity.ActaScientiaeCircumstantiae200525111497-1501inChinese4UnluM.YukselerH.YetisU.Indigodyeingwastewaterreclamationbymembrane-basedfiltrationandcoagulationprocesses.Desalination20092401-3178-1855..200524587-89DaiHaipingSunFangGengFengetal.Wastewatertreatmentofjeandyeingbymembranetechnology.JournalofTianjinPolytechnicUniversity200524587-89inChinese6.//.200727588-90ZhouXiaofeiLiuHuichengChenHangetal.Treatmentofwastewaterfromjeansproductionbyhydrolyticacidifica-tion/biologicalconta
本文标题:2种组合工艺处理靛蓝废水的中试实验研究邱斌
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