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活性无烟煤滤池长期运行的生产性示范工程研究 被引量:1

Research on productive demonstration project of activated anthracite filter long-time running
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摘要 在10 000 m3/d处理规模的生产性示范工程条件下,对比研究了活性无烟煤滤池和砂滤池对浊度、氨氮、UV254、CODMn和三卤甲烷前体物等污染物的去除效果。长期运行试验结果表明,活性无烟煤滤池对浊度的去除效果与砂滤池无明显差异,滤后水平均浊度维持在0.2 NTU左右;对氨氮、UV254、CODMn和三卤甲烷前体物的去除效果均明显优于砂滤池;将砂滤池改造成为活性无烟煤滤池可有效提高水厂出水水质,值得在常规水厂工艺改造中推广。 Under the condition of the productive demonstration project with a treatment scale of 10 000 m3/d, the effects of activated anthracite filter and sand filter on turbidity, ammonia nitrogen, UV254, CODMn, THMEP and some other pollutantsˊ removal were comparatively studied. The results of the long-time running test showed that, the turbidity removal performance of activated anthracite filter and sand filter had no obvious difference, and the average turbidity of the filtrated effluent maintained at about 0.2 NTU; however, the removal effect of ammo-nia nitrogen, UV254, CODMn, and THMEP by activated anthracite filter was much better than by sand filter. There-fore, transforming sand filter into activated anthracite filter can effectively improve the effluent water quality of waterworks, which is worthy of being popularized in conventional process transformation of waterworks.
出处 《工业用水与废水》 CAS 2015年第2期5-8,共4页 Industrial Water & Wastewater
基金 国家水体污染控制与治理科技重大专项(2009ZX07423-003)
关键词 活性无烟煤滤池 砂滤池 氨氮 UV254 CODMN 三卤甲烷前体物 CODMn activated anthracite filter sand filter ammonia nitrogen CODMn THMEP
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  • 1李思敏,张建昆,宿程远,王建强,卢亮.生物砂滤池去除微污染源水中有机物的试验研究[J].中国给水排水,2006,22(17):57-59. 被引量:4
  • 2杨艳玲,李星,张晔,李圭白.生物滤池处理微污染水效能的试验研究[J].工业水处理,2007,27(4):17-20. 被引量:5
  • 3顾夏声.废水生物处理数学模式(第2版)[M].北京:清华大学出版社,1997..
  • 4王眯生 刘文君.微污染水源饮用水处理[M].北京:中国建筑工业出版社,1999..
  • 5王广智,李伟光,王锐,苏庆凤,纪锋,冯玲艳.炭砂滤池在松花江污染应急处理中的应用特性研究[J].给水排水,2007,33(8):11-15. 被引量:18
  • 6Thom Chaiket, Philip C Singer, Amy Miles. Effecitiveness of Coagulation, Ozonation, and Biofiltration in Controlling DBPs[J].Journal AWWA, 2002, 94(12): 81-82.
  • 7David A Reckhow, Philip C Singer, Ronald L Malcolm. Chlorination of Humic Materials: Byproducts Formation and Chemical Interpretations[J]. Envir Sci & Technol, 1990, 24(11): 1655-1665.
  • 8Dirk Van der kooij. Assimilable Organic Carbon as an Indicator of Bacterial Regrowth [J]. Journal AWWA, 1992, 84(2): 57-65.
  • 9聂梅生.等.水工业工程设计手册-水资源及给水处理[M].中国建筑工业出版社,2001,12
  • 10冯敏.现代水处理技术[M].北京:化学工业出版社,2007.

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