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臭氧氧化-活性污泥法处理含PVA工业废水的试验研究
引用本文:邢晓琼,黄程兰,刘敏,陈滢.臭氧氧化-活性污泥法处理含PVA工业废水的试验研究[J].环境科学,2012,33(11):3854-3858.
作者姓名:邢晓琼  黄程兰  刘敏  陈滢
作者单位:四川大学建筑与环境学院,成都,610065
基金项目:科技部国际科技合作与交流专项(2009DFA92560)
摘    要:含聚乙烯醇(PVA)工业废水可生化性较差,处理难度大,为了寻找经济合理、切实可行的处理技术,研究了臭氧氧化-活性污泥法对不同浓度含PVA实际工业废水的处理效果,并与传统活性污泥法进行了比较.结果表明,臭氧氧化-活性污泥法对COD<500 mg·L-1,PVA在10~30 mg·L-1范围的PVA废水处理效果与传统活性污泥法相比,相差不大,臭氧预处理效果不明显;对于COD在500~800 mg·L-1,PVA为15~60 mg·L-1的PVA废水处理效果明显,COD和PVA的平均去除率分别为92.8%和57.4%,比传统活性污泥法提高了4.1%和15.2%,出水COD在30~60 mg·L-1之间;对于COD为1 000~1 200mg·L-1,PVA在20~70 mg·L-1范围的PVA废水,臭氧氧化-活性污泥法处理效果显著,COD和PVA的平均去除率分别为90.9%和45.3%,比传统活性污泥法对COD和PVA的去除率分别提高了12.8%和12.1%,但是出水需要进一步处理才能达标排放.与传统活性污泥法相比,臭氧氧化-活性污泥法处理效率高,运行稳定,能有效地处理含PVA的工业废水.

关 键 词:含PVA废水  臭氧氧化  预处理  活性污泥法  pH  有机负荷
收稿时间:2012/1/10 0:00:00
修稿时间:2012/4/11 0:00:00

Research on the Treatment of Wastewater Containing PVA by Ozonation-Activated Sludge Process
XING Xiao-qiong,HUANG Cheng-lan,LIU Min and CHEN Ying.Research on the Treatment of Wastewater Containing PVA by Ozonation-Activated Sludge Process[J].Chinese Journal of Environmental Science,2012,33(11):3854-3858.
Authors:XING Xiao-qiong  HUANG Cheng-lan  LIU Min and CHEN Ying
Institution:College of Architecture and Environment, Sichuan University, Chengdu 610065, China;College of Architecture and Environment, Sichuan University, Chengdu 610065, China;College of Architecture and Environment, Sichuan University, Chengdu 610065, China;College of Architecture and Environment, Sichuan University, Chengdu 610065, China
Abstract:The wastewater containing polyvinyl alcohol (PVA) was characterized with poor biodegradability, and was difficult to remove. In order to find an economically reasonable and practical technology, the research on the removal efficiency of different concentration wastewater containing PVA by ozonation-activated sludge process was studied, and the result was compared with the traditional activated sludge process. The results showed that the ozonation-activated sludge process was not suitable for treating influent with COD below 500 mg·L-1 and the wastewater PVA concentration was 10-30 mg·L-1. When the influent COD was between 500-800 mg·L-1 and the PVA concentration was 15-60 mg·L-1, the system had advantages on dealing with this kind of wastewater, and the average removal efficiency of COD and PVA were 92.8% and 57.4%, which were better than the traditional activated sludge process 4.1% and 15.2% respectively. In addition, the effluent concentrations of COD could keep between 30-60 mg·L-1. When the influent COD was 1000-1200 mg·L-1 and the PVA concentration was 20-70 mg·L-1, the average removal efficiencies of COD and PVA were 90.9% and 45.3%, which were better than the traditional activated sludge process 12.8% and 12.1% respectively, but the effluent should to be further treated. Compared with the traditional activated sludge process, ozonation-activated sludge process had high treatment efficiency, stable running effect, and effectively in dealing with industrial wastewater containing PVA.
Keywords:wastewater containing PVA  ozonation  pre-treatment  activated sludge process  pH  organic loading rate
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