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自然通风生物滴滤池的填料挂膜特性研究 被引量:2

Experimental research on film-forming characteristics on the packings in the natural ventilation bio-trickling filter
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摘要 研究了自然通风生物滴滤池内浮石、聚氨酯两种填料的挂膜特性,考察不同工况下的污水净化规律。结果表明,浮石填料在生物滴滤池内的挂膜效果更好,挂膜成功后对COD、NH+4-N均有较好的去除效果,去除率大都分别达到70%~85%、60%~80%,且小粒径浮石比大粒径浮石的去除效果更佳。聚氨酯填料在第9天挂膜成功,大粒径聚氨酯填料对COD的去除效果略好于小粒径聚氨酯填料,挂膜成功后两者对COD的去除率均可以达到60%~80%,而对NH+4-N的去除效果较差,去除率仅达到10%~40%。浮石填料生物滴滤池对TN、TP的去除率较好,当水力负荷为0.85m3/(m2·d)时,TN、TP去除率分别为45.58%、38.44%,而聚氨酯填料生物滴滤池对TN、TP的去除率较差。浮石在挂膜生物量上占优势,聚氨酯的孔径较大,污水流经时停留时间较短,使得微生物不易附着其上。 The film-forming characteristic of pumice and polyurethane packings in natural ventilation bio-trick- ling filter was investigated and compared. The COD, NH+-N removal efficiency of bio-trickling filter during film- forming process as well as the TN,TP removal regular after film-forming were analyzed. The experimental results showed that pumice packing hanging membrane much easier. The pumice packing with diameter of 6-12 mm achieved better treatment efficiency than that of 12-20 mm pumice packing,while for polyurethane packing,the performance of large size packing (50 mm) was slightly better than the small ones (25 mm). After bio-film forming, the COD, NH4+-N removal rates of pumice packing were 70%-85%, 60%-80% respectively, while for polyurethane packing, COD, NH4+-N removal rates were 60%-80%, 10%-40% respectively. The bio-trickling filter filled with pumice pack- ing presented perfect performance on TN,TP removal,under the hydraulic load of 0.85 m3/(m2· d),the TN,TP re- moval rate reached 45.58 %, 38.44% respectively, while the effectiveness of polyurethane packing filter was relative poor. The large aperture of polyurethane packing shortened the residence of sewage flow in filter, thus limited the at- tachment of microorganisms on packing.
出处 《环境污染与防治》 CAS CSCD 北大核心 2014年第8期59-63,68,共6页 Environmental Pollution & Control
关键词 生物滴滤池 填料 自然通风 挂膜 biological trickling filters packing natural ventilation film-forming
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  • 1袁东海,景丽洁,张孟群,高士祥,尹大强,王连生.几种人工湿地基质净化磷素的机理[J].中国环境科学,2004,24(5):614-617. 被引量:120
  • 2余珍,孙扬才,邱江平,蒯琳萍.新型生物滴滤池处理餐饮废水[J].水处理技术,2006,32(7):64-66. 被引量:14
  • 3李先宁,李孝安.冬季溅水充氧滴滤池处理农村生活污水的启动研究[J].环境工程学报,2007,1(8):26-30. 被引量:8
  • 4白永刚,吴浩汀.滴滤池—人工湿地组合工艺处理农村生活污水[J].中国给水排水,2007,23(17):55-57. 被引量:31
  • 5国家环境保护总局.水和废水监测分析方法[M].4版.北京:中国环境科学出版社,2002.
  • 6Eding E H,Kamstra A,Verreth J A J,et al. Design and op- eration of nitrifying triekling filters in recirculating aquacul ture A review[J]. Aquaeultural Engineering, 2006,34 (3) : 234-260.
  • 7Biesterfeld S, Farmer G, Figueroa L,et al. Quantifica- tion of denitrification potential in carbonaceous trickling filters[J]. Water Research,2003,37(16) :4 011-4 017.
  • 8Persson F, Wik T, S6rensson F, et al. Distribution and activity of ammonia oxidizing bacteria in a large full-scale trickling filter[J]. Water Research, 2002,36 ( 6 ) : 1 439- 1 448.
  • 9Reddy K R,Connor G A,Gale P M. Phosphorus sorption capacities o{ wetland soils and stream sediments impact- ed by dairy effluent[J]. Journal of Environmental Quali ty,1998,27438 447.
  • 10A Ugurlu,B Salman. Phosphorus removal by fly ash[J]. Environment International, 1998,24 (8) : 911-918.

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