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本设计报告书依据好氧法处理抗生素废水的工艺和提供的基本数据,进行了1200吨/日抗生素废水好氧工艺设计。所处理废水的COD浓度为6000mg/L,BOD5浓度为2700m... 本设计报告书依据好氧法处理抗生素废水的工艺和提供的基本数据,进行了1200吨/日抗生素废水好氧工艺设计。所处理废水的COD浓度为6000mg/L,BOD5浓度为2700mg/L,SS浓度为1500mg/L。浓废水在经过好氧高效内循环反应器的好氧调节之后,COD浓度降到1800mg/L,BOD5浓度降到945mg/L,出水进入初沉池。稀废水不经过好氧高效内循环反应器,与浓废水一起进入A段曝气池,中沉池,B段曝气池的好氧生化处理,出水经过分离污泥、过滤之后COD浓度小于500 mg/L,BOD5浓度小于300mg/L,SS浓度小于400mg/L,达到GB8978-1996三级标准 展开
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2007-05-19 · TA获得超过477个赞
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The design report based on antibiotics aerobic wastewater treatment processes and provide the basic data, 1,200 tons of antibiotics aerobic wastewater process design. / By the wastewater treatment COD concentration of 6000mg/L, BOD5 concentration 2700mg/L, SS concentration of 1500mg. Consistency in aerobic wastewater efficient cycle within the aerobic reactor regulation, COD dropped 1800mg/L, BOD5 concentration dropped 945mg/L, Water entering the primary settling tank. Dilute waste water aerobic efficient inner loop reactor, and waste water entered the dense A of the aeration tank, settling tank, B of the aeration tanks of aerobic biological treatment, the effluent sludge after separation, filtration after COD concentration is less than 500 mg. BOD5is smaller than300mg/L,SSis smaller than400mg/L,3 to GB8978-1996 standard
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2007-05-27 · TA获得超过1431个赞
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This design report rests on the master data which the good oxygen lawprocessing antibiotic waste water the craft and provides, has carriedon 1,200 tons/day antibiotics waste water good oxygen technologicaldesign. Processes the waste water the COD density is 6000mg/L, theBOD5 density is 2700mg/L, the SS density is 1500mg/L. The thick wastewater after passes through the good oxygen highly effective internalrecycling reactor good oxygen adjustment, the COD density falls1800mg/L, the BOD5 density falls 945mg/L, the water leakage entersinitially sinks the pond. The thin waste water does not pass throughthe good oxygen highly effective internal recycling reactor, enters Asection of aeration tanks together with the thick waste water, centersinks the pond, B section of aeration tanks good oxygen biochemistryprocessing, the water leakage after separates the sludge, filters theCOD density to be smaller than 500 mg/L, the BOD5 density is smallerthan 300mg/L, the SS density is smaller than 400mg/L, achieves theGB8978-1996 three levels of standards

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