生物膜预处理与顺序曝气垂直潜流人工湿地处理污染河水

Lei Wang, Bei Wu
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引用次数: 1

摘要

受污染的河水是滇池主要的污染源。采用低溶解氧生物膜预处理+顺序曝气垂直潜流人工湿地处理污水。另外安装了两个人工湿地反应器,对不同曝气系统和硝化效果进行了比较和评价。反应器中DO在0.2 ~ 1.5 mg/L范围内,预处理对SS和COD的平均去除率分别为88.7%和58.6%,不同季节处理效果稳定。在垂直潜流人工湿地中,在气水比为1:1的顺序曝气模式下,NH3-N的加载速率可达15 g/m2-d,比连续曝气模式对DO的增加更有效。TN的去除率与硝化和反硝化均相关,最高去除率为40.6%。结果表明,采用生物膜预处理和顺序曝气系统可显著降低堵塞风险,提高硝化效果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Treatment of Polluted River Water Using Biofilm Pretreatment and Sequencing Aerated Vertical Subsurface Flow Constructed Wetland
Polluted river water was the main source of the pollutants which import to the lake of Dianchi in China. A new treatment consisted of a low dissolved oxygen biofilm pretreatment and a sequencing aerated vertical subsurface flow constructed wetland was tested to treat the wastewater. Two other constructed wetland reactors were installed to compare and evaluate the efficiency of different aerated system and nitrification. The average removal rates of SS and COD in pretreatment were 88.7% and 58.6% when the DO in the reactor was between 0.2-1.5 mg/L, and the treatment performance was stably in different season. In the vertical subsurface flow constructed wetlands, loading rates of NH3-N would reach up to 15 g/m2-d under the air/water ratio of 1:1 in sequencing aerated mode and which was more effective for DO increasing than the continuous aerated mode. TN removal efficiency was related by both nitrification and denitrification and the highest removal rate was 40.6%. The results showed that the use of biofilm pretreatment and sequencing aerated system reduced the risk of clogging and improved the nitrification significantly.
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