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常见曝气生物滤池性能分析 被引量:2

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摘要 简单介绍了曝气生物滤池在国内外的发展和应用情况,分析总结了目前国内曝气生物滤池的运用状况。结合有关研究成果,从工程实践角度出发,比较了BIOFOR和BIOSTYR两种生物滤池构造的差异,分析了二者在使用中的注意事项和设计要点,提出了曝气生物滤池工艺使用的局限性。
出处 《给水排水》 CSCD 北大核心 2008年第8期45-48,共4页 Water & Wastewater Engineering
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  • 1JEONG Jinwoo, HIDAKA Taira, TSUNO Hiroshi, et al. Development of biological filter as tertiary treatment for effective ni- trogen removal: Biological filter for tertiary treatment[J]. Water Research, 2006, 40 (6): 1 127-1 136.
  • 2LIU Bo, YAN Dongdong, WANG Qi, et al. Feasibility of a two-stage biological aerated filter for depth processing of electro- plating-wastewater [J]. Bioresource Technology, 2009, 100 (17): 3891-3896.
  • 3JIANG Bo, HU Wenrong, PEI Haiyan, et al. The influence of aeration on nitrification and the nitrifier distribution in an upflow biological aerated filter for tertiary treatment of municipal sewage[J]. Desalination and Water Treatment, 2010, 24(1/3): 308-320.
  • 4CHEN Shnlin, LING Jian, BLANCHETON Jean-Paul, et al. Nitrification kinetics ofbiofilm as affected by water quality factors [J]. Aquacultural Engineering, 2006, 34 (3): 179-197.
  • 5HASAN Hassimi Abu, ABDULLAH Siti Rozaimah Sheikh, KAMARUDIN Siti Kartom, et al. Simultaneous NH4+-N and Mn2+removal from drinking water using a biological aerated filter system: Effects of different aeration rates[J]. Separation and Purifi- cation Technology, 2013, 118: 547-556.
  • 6LEE L Y, ONG S L, NG W J, et al. Biofilm morphology and nitrification activities: recovery of nitrifying biofilm particles cov- ered with heterotrophic outgrowth[J]. Bioresource Technology, 2004, 95 (2): 209-214.
  • 7于德淼,马军,马维超.空气曝气与纯氧曝气生物滤池应用于污水深度处理的研究[J].给水排水,2009,35(12):40-43. 被引量:10
  • 8尉然,赵庆良,丁晶,王广智.曝气生物活性炭滤池深度处理垃圾渗滤液的效能研究[J].环境保护科学,2017,43(2):30-34. 被引量:3
  • 9丁绍兰,杨倩,谢林花,齐泽宁.核桃壳-陶粒填料曝气生物滤池去除氨氮的研究[J].环境污染与防治,2018,40(1):1-5. 被引量:9
  • 10刘俊峰,范举红,刘锐,陈吕军,张永明.2种填料BAF深度处理印染废水沿程污染物变化规律研究[J].环境科学,2014,35(12):4596-4601. 被引量:13

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