UBF用于垃圾渗滤液处理的研究王庆伟

1004-3918200908-1003-03UBF450000UBFPAM.UBFX730AUBFUASBAF[1]3～9UBFUBFPAMUBF.11．1UBF21532～35℃.406m32．2m110m327％44.MBR.1．2、pH6～9COD12000mg/LBOD4600mg/LBOD/COD0．38.1．3UBF1m81％VSS/SS0．41～0．460．4～0．5mmUBF5900mg/LUBF14．6gSS/L.COD5100mg/L32h19．2m3/hpH:2009-03-10:1971-.27820098HENANSCIENCEVol.27No.8Aug.20091UBFFig．1UBFreactorDOI:10.13537/j.issn.1004-3918.2009.08.016278pH6．8～7．2.10dPAM1．8％1．9～3．1mg/L.10d.9UBF1．19kgCOD/m3·d301．0mm2．79kgCOD/m3·d0．28kgCOD/kgSS·d.COD50％72.、、1.22．1UBF[2].UBF31COD..563mm.PAMUBFPAM、PAM、.8．3kgVSS/m3.2．21UBFCOD8000～11000mg/L60dCOD55％COD60％6．9～9．1kgCOD/m3·d.2UBFPAM1～20d21～36d37～60d61～100dCOD/mg·L-151008900930011600COD/mg·L-13417400539064524COD/%33555861/kgCOD·m-3·d-11.23.17.911.7HRT/h＞96786856、、、1Tab．1Theformationofgranularsludg1004--20098UBF.3UBF.:1SpeeceRE．M．．2001348-377．2．J．199713313-16．UBFUsedintheStudyofLandfillLeachateTreatmentWangQingweiZhengzhouCitytheFirstWasteDisposalSiteZhengzhou450000ChinaAbstractTheuseofanaerobicreactorUBFhighconcentrationsoflandfillleachatetreatmentcationicPAMandaddgranularactivatedcarbontoacceleratetheformationofgranularsludgecangreatlyshortenthebootcycleandimprovetheremovalrateoforganicmatterstrongimpactresistanceload．KeywordslandfillleachateUBFreactorgranularsludge1005--