您好,欢迎访问三七文档
当前位置:首页 > 商业/管理/HR > 公司方案 > UASBMBR联合工艺处理亚麻沤制废水的实验研究康海笑
22220063WATERRESOURCESPROTECTIONVol.22No.2Mar.2006 :(1980—),,,,。E-mail:smilingsea29@163.comUASB-MBR,,(, 650093):亚麻沤制废水是高浓度有机废水。由于木质素等难降解物质的存在,给亚麻沤制废水的处理带来了很大难度。实验研究表明,采用UASB-MBR联合工艺对其进行处理,在适当的条件下,出水中有机物质浓度和SS达到当地废水排放标准,木质素类物质去除率在84.9%以上,从而得到很好的环境效益和社会效益。:亚麻沤制废水;上流式厌氧污泥床;膜生物反应器;废水处理:X703 :B :1004-6933(2006)02-0071-03StudyonflaxrettingwastewatertreatmentusingUASB-MBRmethodKANGHai-xiao,CHENJian-zhong,ZHOUMing-luo(DepartmentofEnvironmentalScienceandEngineering,KunmingUniversityofScienceandTechnology,Kunming650093,China)Abstract:Flaxrettingwastewaterisorganicwastewaterofhighconcentration.Treatmentofflaxrettingwasterhasalwaysbeenadifficulttopicbecauseofrefractoryorganicssuchaslignin.ExperimentsusingUASB-MBRshowedthattheconcentrationsoforganicmatterandSSwereuptothewastewaterdischargestandard,andtheremovalrateofligninwasover84.9%.Thetechniquewillhelptoincreasetheproductionofflaxwithbetterenvironmentalandsocialbenefits.Keywords:flaxrettingwastewater;upflowanaerobicsludgeblanket(UASB);membranebioreactor;wastewatertreatment1 1.1 ,1。,。1 ρ(CODCr)/(mg·L-1)ρ(BOD5)/(mg·L-1)ρ()/(mg·L-1)ρ(SS)/(mg·L-1)pH/℃6000~68003000~3500140~180600~7005.5~6.528~32658832481556.51.2 CODCr,BOD5,,SSpH。[1];280nm[2]。1.3 1。:,15L;:,5L;:,,0.05μm,0.35m,2m2;:ACO—004,58W,70L/min,0.035MPa,;:1ZDK—14,330kW,6m3/h,6~8m,。·71·1—;2—;3—UASB;4—;5—;6—;7—;8—;9—;10—;11—1 UASB-MBR2 MBR1.4 。(MBR)。,(UASB)。UASB12h,UASBMBR。MBR,,,,。。2 2.1 UASB2.1.1 UASB的主要工艺参数12h,CODCr0.4~0.45kg/(m3·d),24~27℃。2.1.2 实验结果UASB2。2,MBR,UASB,,ρ(CODCr)1700~2200mg/L,ρ(BOD5)720~1000mg/L,90~130mg/L,,。2 ρ(CODCr)/(mg·L-1)ρ(BOD5)/(mg·L-1)ρ()/(mg·L-1)pH6000~68003000~3500140~1805.5~6.565883248154.86.11698.55~2123.19713.14~987.5283.38~129.125.8~6.81907.84800.5899.506.70/%64.6~75.167.1~79.67.8~48.6/%71.175.435.72.2 MBR2.2.1 MBR的主要工艺参数5L,4h,0.05μm,0.35m,2m2。2.2.2 实验结果UASBMBR,MBRCODCr,BOD52。2(a)2(b),,ρ(CODCr)1698.55~2123.19mg/L,ρ(BOD5)713.14~987.52mg/L,,ρ(CODCr)74.15~99.37mg/L,MBRCOD92%,ρ(BOD5)16.86~28.32mg/L,BOD597%,。,,;[3],,;,,MBR,MBR,。2(c),MBR,83.38~129.12mg/L11.06~21.04mg/L,74%。·72·,,MBR,60%[4],;,700mg/L[5],,。,,。2.2.3 MBR对SS和色度的去除SS,,。3 a.,ρ(CODCr)6000~6800mg/L,ρ(BOD5)3000~3500mg/L。UASB-MBR,ρ(CODCr)74.15~99.37mg/L,ρ(BOD5)16.86~28.32mg/L,CODCr98%,BOD599%。,。b.140~180mg/L,UASB-MBR11.06~21.04mg/L,84.9%,。c.UASB-MBR,SS,SS100%,。:[1].[M].4.:,2002:210,227,102,88,102.[2].[M].:,2001:12.[3].[J].,1997,7(1):6-9.[4],,,.[J].,2004(24):224-226.[5],,.、[J].,2004,5(6):36-38.[6],,,.——SBR[J].,2002,4(4):32-33.(:2004-10-23 :)(上接第32页),COD,NH3-N,TP30.2%,6.7%,27.8%。,BZ,。:,NH3-NNO-3,,,pH,BZ,。3 a.BZ0.1~0.8mg/(L·d),0.4mg/(L·d),COD,NH3-N,TP25.0%,77.6%,26.1%。b.BZ,,。BZ0.4mg/(L·d),COD,NH3-N,TP30.2%,6.7%,27.8%。c.BZ。d.,,BZ0.4mg/(L·d),。:[1],,.[J].,2000,19(10):480-484.[2],,.[J].,2000(9):4-7,20.[3],.[J].,2002,24:15,20.[4].[N].,2004-11-23(4).[5].[J].,2003,S1:55-57,76.(:2004-12-10 :)·73·
本文标题:UASBMBR联合工艺处理亚麻沤制废水的实验研究康海笑
链接地址:https://www.777doc.com/doc-6541863 .html