新型立体浮床处理河道微污染源水的挂膜特性

陈亚男, 郭宗楼, 郑水生, 汪开英, 武海涛, 刘露. 新型立体浮床处理河道微污染源水的挂膜特性[J]. 环境工程学报, 2013, 7(2): 477-482.
引用本文: 陈亚男, 郭宗楼, 郑水生, 汪开英, 武海涛, 刘露. 新型立体浮床处理河道微污染源水的挂膜特性[J]. 环境工程学报, 2013, 7(2): 477-482.
Chen Yanan, Guo Zonglou, Zheng Shuisheng, Wang Kaiying, Wu Haitao, Liu Lu. Biofilm colonization characteristics of tridimensional floating bed in treating micro-polluted river source water[J]. Chinese Journal of Environmental Engineering, 2013, 7(2): 477-482.
Citation: Chen Yanan, Guo Zonglou, Zheng Shuisheng, Wang Kaiying, Wu Haitao, Liu Lu. Biofilm colonization characteristics of tridimensional floating bed in treating micro-polluted river source water[J]. Chinese Journal of Environmental Engineering, 2013, 7(2): 477-482.

新型立体浮床处理河道微污染源水的挂膜特性

  • 基金项目:

    国家水体污染控制与治理科技重大专项课题(2008ZX07421-001)

    中央高校基本科研业务费专项资金

  • 中图分类号: X522

Biofilm colonization characteristics of tridimensional floating bed in treating micro-polluted river source water

  • Fund Project:
  • 摘要: 立体浮床是一种新型的生物预处理方法。采用了"曝气充氧+新型立体浮床"强化处理方法治理微污染河水,对立体浮床挂膜期间底部填料上的生物膜特性及微污染河水处理效果进行了实验研究。结果表明,在河道水温为15.2~23.6℃,pH在7.0~7.8,溶解氧浓度为4.0~5.9 mg/L时,经40 d左右时填料挂膜成熟。通过对水质和微生物指标分析,填料挂膜分为4阶段:物理吸附阶段—物理吸附-生物繁殖阶段—生物强化吸附降解阶段—挂膜成熟阶段。填料挂膜成熟后,污染物去除效果良好,浊度、COD和NH3-N的去除率分别达到了20.1%、17.5%和18.3%。
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出版历程
  • 收稿日期:  2011-12-14
  • 刊出日期:  2013-02-02
陈亚男, 郭宗楼, 郑水生, 汪开英, 武海涛, 刘露. 新型立体浮床处理河道微污染源水的挂膜特性[J]. 环境工程学报, 2013, 7(2): 477-482.
引用本文: 陈亚男, 郭宗楼, 郑水生, 汪开英, 武海涛, 刘露. 新型立体浮床处理河道微污染源水的挂膜特性[J]. 环境工程学报, 2013, 7(2): 477-482.
Chen Yanan, Guo Zonglou, Zheng Shuisheng, Wang Kaiying, Wu Haitao, Liu Lu. Biofilm colonization characteristics of tridimensional floating bed in treating micro-polluted river source water[J]. Chinese Journal of Environmental Engineering, 2013, 7(2): 477-482.
Citation: Chen Yanan, Guo Zonglou, Zheng Shuisheng, Wang Kaiying, Wu Haitao, Liu Lu. Biofilm colonization characteristics of tridimensional floating bed in treating micro-polluted river source water[J]. Chinese Journal of Environmental Engineering, 2013, 7(2): 477-482.

新型立体浮床处理河道微污染源水的挂膜特性

  • 1. 浙江大学生物系统工程与食品学院,杭州 310029
  • 2. 广东工业大学环境科学与工程学院,广州 510006
基金项目:

国家水体污染控制与治理科技重大专项课题(2008ZX07421-001)

中央高校基本科研业务费专项资金

摘要: 立体浮床是一种新型的生物预处理方法。采用了"曝气充氧+新型立体浮床"强化处理方法治理微污染河水,对立体浮床挂膜期间底部填料上的生物膜特性及微污染河水处理效果进行了实验研究。结果表明,在河道水温为15.2~23.6℃,pH在7.0~7.8,溶解氧浓度为4.0~5.9 mg/L时,经40 d左右时填料挂膜成熟。通过对水质和微生物指标分析,填料挂膜分为4阶段:物理吸附阶段—物理吸附-生物繁殖阶段—生物强化吸附降解阶段—挂膜成熟阶段。填料挂膜成熟后,污染物去除效果良好,浊度、COD和NH3-N的去除率分别达到了20.1%、17.5%和18.3%。

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