期刊文献+

臭氧预氧化/曝气生物滤池污水深度处理特性研究 被引量:41

Advanced treatment of sewage secondary effluent by preozonation/biological aerated filter(BAF)
在线阅读 下载PDF
导出
摘要 研究了臭氧预氧化/曝气生物滤池联合工艺对生活污水二级出水的处理特性。结果表明当臭氧投量为10mg/L、接触时间为4min时,臭氧预氧化/BAF联合工艺对COD、NH3-N的去除率分别达到58%和90%;使TOC、UV254和色度分别降低了25%、75%和90%。在上述投量和接触时间条件下,臭氧化使TOC/UV254值升高1倍,使可生化溶解性有机碳(BDOC)由原来的0.8~1.1mg/L提高到2.0~2.7mg/L。臭氧预氧化使分子质量小于1k的有机物比例由原来的52.9%升高到72.73%。 The degradation characteristics of sewage secondary effluent by the preozonation/biological-aerated-filter (BAF) coupling process were studied, The experimental results indicated that the removal rates of COD, NH3-N, TOC, UV254 and the color of secondary effluent reached 58 %, 90 %, 25 %, 75 % and 90 %, respectively, with 10 mg/L of ozone dosage and 4 min of the contact time. Preozonation enhanced the biodegradability of the secondary effluent by doubling the TOC/UV254 ratio and improving the BDOC value from original 0.8 - 1.1 mg/L to final 2.0 - 2.7 mg/L with the dosage and contact time mentioned above. At the same time, the rate of organics whose MW 〈 1 k Dalton in the secondary effluent was increased from original 52.9% to final 72.73% in 4 min of preozonation time.
出处 《现代化工》 EI CAS CSCD 北大核心 2006年第11期32-36,共5页 Modern Chemical Industry
基金 教育部科技创新重大项目培育基金(705013)
关键词 臭氧预氧化 曝气生物滤池(BAF) 深度处理 二级出水 preozonation biological aerated filter (BAF) advanced treatment secondary effluent
  • 相关文献

参考文献13

二级参考文献62

  • 1原芳,刘琰,孙德智,刘畅.稻壳活性炭的制备及在水质净化中的应用[J].哈尔滨商业大学学报(自然科学版),2005,21(2):166-169. 被引量:9
  • 2傅金祥,梁建浩,杨涛,陈正清,薛飞.臭氧预氧化与混凝联用工艺处理低温微污染水的试验研究[J].沈阳建筑大学学报(自然科学版),2005,21(5):539-542. 被引量:18
  • 3国家环保总局.水和废水监测分析方法(第三版)[M].北京:中国环境科学出版社,1989..
  • 4张金松 范晓军.国际饮用水水质标准汇编[M].北京:中国建筑工业出版社,2001..
  • 5Ogalla F, Sibony J. Biocarbone aerated filter ten yearsafer past, presentand plenty of potential [J]. Water Sci Technol,1992,26(9/11): 97 - 101.
  • 6Amar D, Portos J. The use of an upflow fixed bed reactor for treatment of a primary settled domestic sewage [ J]. Water Res, 1986, 20(1): 9 - 14.
  • 7Polanca D Z F, Mendez E. Spatial distribution of betertrophs and nitrifie in a submerged biofilter for nitrification [J]. Water Res, 2000,43(16):4081 - 4089.
  • 8Rittman B. E. , McCarty P.L. Design of fixed-film processes with steady-state biofilm model. Prog. Wat. Technol. ,1980,12:271 -281.
  • 9Avaev A.A. Modelling mass exchange in the treatment of fluid in biological filter. J. Wat. Chem. Tech. ,1985,7:7-9.
  • 10Capdeville B., Nguyen K. M. Kinetics and modeling of aerobic and anaerobic film growth. Wat. Sci. Tech. ,1989,2(1/2):149 - 170.

共引文献218

同被引文献454

引证文献41

二级引证文献309

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部