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高水力负荷下垂直流人工湿地净化景观水的研究 被引量:8

Study on Purification of Scenic Water by Vertical Flow Constructed Wetland at High Hydraulic Loadings
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摘要 目前人工湿地普遍占地面积较大,使其在景观水处理中的应用受到限制,针对这一问题,构建实验水池模拟人工湖,构建高效垂直流人工湿地,对其在高水力负荷下净化劣Ⅴ类富营养化池水进行了研究。结果表明,湿地系统在1.64 m3/(m2.d)和3.28 m3/(m2.d)的高水力负荷下净化池水均取得了良好效果,水力负荷提高到5.74 m3/(m2.d),湿地出现了一定程度的堵塞,净化效果相对较差。本实验系统净化池水的最佳水力负荷为3.28 m3/(m2.d),该水力条件下系统对浊度、CODC r、NH4+-N、TP的平均去除率分别为64.9%、41.0%、24.7%、58.5%。 Constructed wetland generally has large area at present, so its application in scenic water treatment is limited. Aiming at this problem, a pond was constructed to simulate artificial lake, and the bad V-class and eutrophic pond water purification by efficient vertical flow wetland at high hydraulic loadings was studied. The exporimental results showed that the wetland system had a good effect on the pond water purification at hydraulic loadings of 1.64 m^3/ ( m^2·d) and 3.28 m^3/ ( m^2·d), but it was clogged and the performance got worse at the hydraulic loading of 5.74 m^3/ ( m^2·d) . The optimal hydraulic loading of the water purification by the wetland system was 3.28 m^3/ (m^2·d), and the average removal rates of turbidity, CODcr、NH4^+ -N and TP were 64. 9%, 41.0%, 24. 7% and 58. 5% respectively.
出处 《四川环境》 2008年第1期22-26,共5页 Sichuan Environment
关键词 人工湿地 高水力负荷 去除率 景观水 Constructed wetland high hydraulic loadings removal rate scenic water
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参考文献3

  • 1汪俊三,覃环.高水力负荷人工湿地处理富营养化湖水[J].中国给水排水,2005,21(1):1-4. 被引量:43
  • 2国家环境保护总局.水和废水监测分析方法第四版[M].北京:中国环境科学出版社,2002.
  • 3Sakadevan K, Bavor H J. Phosphate adsorption characteristics of soils,lags and zeolite to be used as substrate in constructed wetland systems [J]. Water Research ,1998,32 (2) :393-399.

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