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当前位置:首页 > 商业/管理/HR > 质量控制/管理 > UASBSBR化学混凝工艺处理养猪废水颜智勇
UASB/SBR/颜智勇, 吴根义, 刘宇赜, 易 浩, 杨仁斌(湖南农业大学资源环境学院,湖南长沙410128) : 针对养殖场废水COD高、氨氮高、SS高的特点,采用UASB/SBR/化学混凝作为主体处理工艺。UASB反应器采用消化污泥接种,SBR反应器采用好氧活性污泥接种,经过2个月的启动运行,对COD、BOD5、NH3-N、SS、TP的去除率分别达到了91.7%、91.6%、89.4%、98.1%和31.1%,出水各项指标都达到了《畜禽养殖业污染物排放标准》(GB18596—2001)。 : 养殖废水; UASB; SBR; 化学混凝; 调试; 启动:X703.1 :C :1000-4602(2007)14-0066-03TreatmentofPiggeryWastewaterbyUASB/SBR/ChemicalCoagulationProcessYANZhi-yong, WUGen-yi, LIUYu-ze, YIHao, YANGRen-bin(CollegeofResourcesandEnvironment,HunanAgriculturalUniversity,Changsha410128,China) Abstract: BasedonthecharacteristicsofhighCOD,highammoniaandhighsuspendedsolidsinpiggerywastewater,atreatmentprocessofUASB/SBR/chemicalcoagulationwasused.ThedigestedsludgewasusedforseedinginUASBreactorandtheaerobicactivatedsludgewasusedforseedinginSBRreactor.Afterstart-upfortwomonths,theremovalratesofCOD,BOD5,NH3-N,SSandTPreach91.7%,91.6%,89.4%,98.1%and31.1%respectively.Alltheeffluentindexesmeetthere-quirementofDischargeStandardofPollutantsforLivestockandPoultryBreeding(GB18596-2001). Keywords: breedingwastewater; UASB; SBR; chemicalcoagulation; commissioning; start-up1 概况1,150m3/d,,。2006,,UASB/SBR/,《》(GB18596—2001)。1。1 Tab.1 WastewaterqualityanddischargestandardCOD/(mgL-1)BOD5/(mgL-1)SS/(mgL-1)NH3-N/(mgL-1)TP/(mgL-1)pH2000~3420350~700300~500150~11009~116~8≤400≤150≤200≤80≤86~92 废水处理工艺流程、、、、[1、2]。1。6623 1420077 CHINAWATERWASTEWATER Vo.l23No.14Ju.l20071 Fig.1 Flowchartofwastewatertreatmentprocess ,、,。,UASB,,。UASBSBR,。SBRTP,SS,,,。3 主要构筑物及设备① 。,30.0m×30.0m×2.5m,1800m3,,4,HRT12d,SS75%。② 。,2.0m×2.0m×4.0m,12m3,2(Q=25m3/h,H=200kPa,11)。③ UASB。UASB3,17.2m×6.0m×8.0m,608m3,,4,300mm;,0.9m,2。,。UASB1.5kgCOD/(m3d);HRT4d,COD80%。④ SBR。SBR(Ø215mm),2(11),5.9m3/min。,,,。11.6m×6.0m×5.0m,;40h,250m3,SBR250m3/h。⑤ 。SBR。6.0m×6.0m×3.5m,,2,,PACPAM,;,,。4 工程调试UASBSBR,UASBSBR。4.1 UASB,60t,80%,VSS/TSS0.6,11.8gVSS/L。,,;UASB。,30m3/d,,。COD75%,。:COD75%,30%。2,COD80%。SBR,UASB,UASB,,,UASB。4.2 SBR,,,20t,85%,VSS/TSS0.62,7.44gVSS/L。SBR,SBR1/3,UASB。SBR,SBR,,,。UASB,UASB,SBR。267:UASB/SBR/23 14,,。,DO。,DO0.1mg/L;DO3mg/L;,DO0.5mg/L。SBR,,SBR,,、DO0.5mg/L,,。,DOSBR。,DO,DO。24h,6h、12h、3h、2h、1h。5 运行情况20067,2,,。2。2 Tab.2 OperationresultsfordifferentunitsUASBSBR/(mgL-1)/(mgL-1)/%/(mgL-1)/%/(mgL-1)/%/%COD211742180.121648.717220.491.7BOD548111875.45652.54028.691.6NH3-N638.3443.630.571.08467.5589.4SS391.710373.789.413.27.591.698.1TP10.1812.38.134.17.0213.331.1 : UASBpH8.0,7.56;SBRpH7.20,pH7.18。6 经济效益分析32.3kW,15.3kW,180(kWh)/d,0.6/(kWh),108/d;2,800/,53/d;PACPAM,30/d。、,191/d,1.27。7 结语① UASB/SBR/,《》(GB18596—2001),1.27。② 2:COD75%,30%;SBRDO3mg/L,DO0.5mg/L。:[1] ,,,.[J].,2006,24(4):29-33.[2] ,,.—A2/O[J].,2005,31(3):55-57.:(0731)4673568E-mail:zhyyan71@sohu.com:2007-01-296823 14
本文标题:UASBSBR化学混凝工艺处理养猪废水颜智勇
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