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机构地区:[1]北京科技大学土木与环境工程学院,北京100083 [2]华北制药集团环境保护研究所,石家庄050015 [3]南京大学环境学院污染控制与资源化研究国家重点实验室,南京210093
出 处:《环境工程学报》2014年第2期483-487,共5页Chinese Journal of Environmental Engineering
基 金:国家"863"高技术研究发展计划项目(2009AA033003)
摘 要:通过现场实验研究了6-APA制药厂生化处理出水的臭氧氧化特性及其动力学规律。结果表明,当臭氧浓度为27.5mg/L,气水接触时间为80min时,COD、UV254、NH3-N和色度的去除率分别可达72.95%、73.28%、72%和96.25%,达到《发酵类制药废水工业水污染物排放标准》(GB21903—2008)排放控制要求。拟合结果表明,在0~10、10~30和30~90min时段内,臭氧氧化过程遵循拟一级反应,但反应速率逐渐降低。当气水接触时间为30min时,废水可生化性可由0.1提高至0.35,采用臭氧/生物处理的联合工艺也有望使出水达到相同的排放控制要求。The ozonation characteristics and kinetics of bio-treated effluent from 6-APA pharmaceutical fac- tory were studied through field test. The results indicate that the removal rates of COD, UV254 , NH3-N, and eol- ority can reach 72.95% , 73.28% , 72% , and 96.25% , respectively when the ozone concentration is 27.5 mg/ L, and the contact time between ozone and wastewater is 80 rain, satisfying the emission control requirements of Discharge Standards of Water Pollutants for Pharmaceutical Industry of Fermentation (GB 21903-2008 ). The fitting results show that the ozonation reaction conforms to pseudo-first order reaction kinetics within the time intervals of 0 to 10 rain, 10 to 30 rain and 30 to 90 rain, while the reaction rate decreases gradually. When the contact time is 30 min, the biodegradability of wastewater increases from 0. 1 to 0.35. The wastewater is expected to meet the same emission control requirements when combined O3/biotreatment technology is taken.
分 类 号:X787[环境科学与工程—环境工程]
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