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臭氧氧化6-APA制药厂生化处理出水的特性及动力学
引用本文:宋鑫,任立人,孙春宝,任洪强.臭氧氧化6-APA制药厂生化处理出水的特性及动力学[J].环境工程学报,2014,8(2):483-487.
作者姓名:宋鑫  任立人  孙春宝  任洪强
作者单位:北京科技大学土木与环境工程学院, 北京 100083;华北制药集团环境保护研究所, 石家庄 050015;北京科技大学土木与环境工程学院, 北京 100083;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
基金项目: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27.5 mg/L,气水接触时间为80 min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》(GB 21903-2008)排放控制要求。拟合结果表明,在0~10、10~30和30~90 min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30 min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。

关 键 词:6-APA废水  生化处理出水  臭氧氧化  动力学
收稿时间:9/2/2012 12:00:00 AM

Ozonation characteristics and kinetics of bio-treated effluent from 6-APA pharmaceutical factory
Song Xin,Ren Liren,Sun Chunbao and Ren Hongqiang.Ozonation characteristics and kinetics of bio-treated effluent from 6-APA pharmaceutical factory[J].Techniques and Equipment for Environmental Pollution Control,2014,8(2):483-487.
Authors:Song Xin  Ren Liren  Sun Chunbao and Ren Hongqiang
Institution:Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;Institute of Environmental Protection, North China Pharmaceutical Group, Shijiangzhuang 050015, China;Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;State Key Laboratory of Pollution Control and Resource Reuse, School of Environment, Nanjing University, Nanjing 210093, China
Abstract:The ozonation characteristics and kinetics of bio-treated effluent from 6-APA pharmaceutical factory were studied through field test. The results indicate that the removal rates of COD, UV254, NH3-N, and colority 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 min, 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 min, 10 to 30 min and 30 to 90 min, 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.
Keywords:6-APA wastewater  bio-treated effluent  ozonation  kinetics
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