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潜流人工湿地在城市污水三级处理中的应用

付国楷1;周琪2;杨殿海2   

  1. 1重庆大学城市建设与环境工程学院, 重庆 400045; 2同济大学污染控制与资源化研究国家重点实验室, 上海 200092

  • 收稿日期:2007-03-25 修回日期:1900-01-01 出版日期:2008-02-10 发布日期:2008-02-10

Application of subsurface flow constructed wetland in tertiary treatment of urban wastewater.

FU Guo-kai1; ZHOU Qi2; YANG Dian-hai2   

  1. 1Faculty of Urban Construction and Environmental Engineering, Chongqing University, Chongqing 400045, China; 2State Key Laboratory of Pollution Control and Resource Reuse, Tongji University, Shanghai 200092, China
  • Received:2007-03-25 Revised:1900-01-01 Online:2008-02-10 Published:2008-02-10

摘要: 采用页岩/钢渣强化潜流人工湿地作为城市污水处理厂三级处理工艺。结果表明:在平均水力负荷为0.32 m·d-1的条件下,当进水有机物(CODcr)、总氮(TN)、总磷(TP)平均浓度为33.9、15.1和1.57 mg·L-1时,出水CODcr平均浓度为13.6 mg·L-1,去除率为60%,面积速率常数KA值为0.3 m·d-1,温度对CODcr的去除影响不明显;出水TN浓度在5.4~14.3 mg·L-1之间波动,KA值为0.09 ~0.31 m·d-1,去除率受温度的影响较大,随着进水硝态氮比例的提高和运行时间的延长,湿地对TN的去除效率有上升趋势;稳定阶段出水TP浓度为0.6 mg·L-1,去除率为50%,KA为0.26 m·d-1,温度对TP去除影响不大。

关键词: 种植养殖系统, 红树林, 细菌生态学

Abstract: A pilot scale shale/slag-filled subsurface flow constructed wetland was used in the tertiary treatment of urban wastewater. The results showed that under the condition of average hydraulic loading rate being 0.32 m·d-1 and when the average concentrations of CODcr, TN and TP in the influent were 33.9, 15.1 and 1.57 mg·L-1, respectively, the average concentration of CODcr in the effluent was 13.6 mg·L-1, its removal rate was 60%, and the first-order areal rate constant KA was 0.3 m·d-1. The removal of CODcr was less affected by perature. The TN concentration in the effluent fluctuated from 5.4 to 14.3 mg·L-1, KA fluctuated from 0.09 to 0.31 m·d-1, and the N removal was negatively affected by lower temperature while positively affected by higher NOx-N/TN ratio and longer operation time. At steady stage, the average concentration of TP in the effluent was 0.6 mg·L-1, its removal rate was 50%, andKA was 0.26 m·d-1. Temperature had less effect on TP removal.

Key words: Plant-culture system, Mangrove, Bacteria ecology