污染控制技术及原理
陈进军,郑翀,郑少奎.表面流人工湿地中水生植被的净化效应与组合系统净化效果[J].环境科学学报,2008,28(10):2029-2035
表面流人工湿地中水生植被的净化效应与组合系统净化效果
- Pollutant purification performance of a surface flow constructed wetland planted with different aquatic macrophytes and their combination
- 基金项目:国家重点基础研究发展计划(973)项目(No.2006CB403306)
- 陈进军
- 北京师范大学环境学院水环境模拟国家重点实验室, 北京 100875
- 郑翀
- 北京师范大学环境学院水环境模拟国家重点实验室, 北京 100875
- 郑少奎
- 北京师范大学环境学院水环境模拟国家重点实验室, 北京 100875
- 摘要:以无植物空白系统为对照,通过批量盆栽试验探讨了表面流人工湿地中不同类型水生植被(苦草(沉水植物)、水葫芦(浮水植物)、芦苇(挺水植物))的引入对富营养化水体不同污染物净化效果的影响;根据不同污染物去除的阶段性特征设计了分段式表面流人工湿地(好氧塘-水葫芦湿地-苦草湿地),并通过示范工程探讨了富营养河流的原位净化效果.研究表明,批量盆栽试验中,与无植物空白系统相比,芦苇的引入显著增加了表面流人工湿地的蒸发蒸腾量(为无植物空白系统的1.5倍),而水葫芦和苦草的引入则显著降低了表面流人工湿地的蒸发蒸腾量(分别为无植物空白系统的80%和30%);3种水生植物的引入均显著促进了CODCr、TN、NH4+-N的去除(与无植物空白系统相比),其中水葫芦系统具有最好的CODCr和TN去除效果(起始CODCr和TN水平分别为35.8mg·L-1和6.86mg·L-1时,去除率分别为58.91%、76.67%),而苦草的引入则显著地促进了水体中氧化态氮的形成与积累.分段式表面流人工湿地的原位净化研究表明,水力负荷为6.2cm·d-1时,分段式表面流人工湿地对CODCr的净化效果较好,水力负荷过高会影响分段式表面流人工湿地的净化效果.
- Abstract:The pollutant purification performance of a surface flow constructed wetland (SFCW) planted with different aquatic macrophytes,i.e.submerged(Vallisneria spiralis),floating(Eichhornia crassipes)and emergent(Phragmites australis)aquatic macrophytes,was investigated with non-vegetated SFCW as control.Subsequently,in-situ purification of eutrophication river water was investigated by a demonstration project of multi-stage SFCW (aerobic pond-Eichhornia crassipes wetland-Vallisneria spiralis wetland).In batch cultures,the evapotranspirations in Phragmites australis,Eichhornia crassipes and Vallisneria spiralis system were 150%,80% and 30% of that in the control system.The introduction of different aquatic macrophytes into the SFCW significantly improved the removal efficiencies of chemical oxygen demand(CODCr)and total nitrogen(TN).Eichhornia crassipes system had the highest CODCr and TN removal efficiencies,58.91% and 76.67%,respectively,at initial concentrations of CODCr and TN of 35.8 and 6.86 mg·L-1,respectively.The application of Vallisneria spiralis significantly increased the accumulation of oxidized nitrogen(NOx--N)in the waterbody.Moreover,a demonstration project of the multi-stage SFCW achieved better CODCr removal efficiency at a hydraulic load of 6.2 cm·d-1 that deteriorated at a higher hydraulic load.
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