潜流及复合流人工湿地净化污染河水的效能分析  

Analysis on Efficiency of Polluted River Water Purification Using SFCW and IVFCW

作　　者：阮晓红[1] 吴建强[2] 孙敏[1] 

机构地区：[1]河海大学环境科学与工程学院,江苏南京210098 [2]上海市环境科学研究院,上海200233

出　　处：《中国给水排水》2007年第11期17-20,共4页China Water & Wastewater

基　　金：江苏省环境保护厅科技计划项目(2002010)

摘　　要：在新沂河的漫滩上构建了潜流和复合流人工湿地中试系统，并考察了对污染河水的净化效果。一年多的运行结果表明：在进水CODMn和NH4^＋ -N浓度分别为（3．11～117．28）、（1．30～24．71）mg／L时，潜流人工湿地系统对其平均去除率分别为59．9％和85．5％，出水平均浓度分别为14．10、1．05mg／L；复合流人工湿地系统对CODMn和NH4^＋ -N的平均去除率分别为77．8％和86．9％，出水平均浓度分别为7．80、0．95mg／L。两个系统的出水CODMn和NH4^＋ -N浓度都达到了《地表水环境质量标准》（GB 3838-2002）的V类标准，表明两个系统对受污染的新沂河水均有较好的净化效果，可以用于类似污染河水的处理。Two types of pilot-scale constructed wetlands, subsurface-flow constructed wetland （SFCW） and integrated vertical-flow constructed wetland （IVFCW）, were used to treat polluted water of the Xinyi River. The results after one year of operation show that when the influent concentrations of CODMn and NH4^＋ - N are 3.11 to 117.28 mg/L and 1.30 to 24.71 mg/L, their average removal rates are 59.9% and 85.5% with the average effluent concentrations of 14.10 mg/L and 1.05 mg/L in SFCW, and 77.8% and 86.9% with the average effluent concentrations of 7.80 mg/L and 0.95 mg/L in IVF- CW, respectively. The effluent CODMn and NH4^＋ - N concentrations of both treatment methods reach the class V of Environmental Quality Standards for Surface Water （GB 3838 -2002 ）, showing that IVFCW and SFCW are both practical measures for treating polluted river water.

关 键 词：人工湿地 污染河水 潜流 复合流 

分 类 号：X522[环境科学与工程—环境工程]