组合表面流湿地处理化工区污水厂尾水的工艺设计
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陈功
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Process design of combined surface flow wetland to treat tail water from wastewater treatment plant in chemical industry park
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Gong CHEN
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表3 组合表面流湿地污染物沿程处理效果
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Table 3 Treatment effect of pollutants in each unit of combined surface flow wetland
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项目 | 砾石滩 | 芦苇区1 | 水生植物区 | 芦苇区2 |
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COD | 进水/(mg·L-1) | 33.59 | 30.30 | 29.77 | 29.65 | 出水/(mg·L-1) | 30.30 | 29.77 | 29.65 | 28.90 | 去除率/% | 9.80 | 1.76 | 0.39 | 2.54 | NH3-N | 进水/(mg·L-1) | 0.276 | 0.296 | 0.290 | 0.271 | 出水/(mg·L-1) | 0.296 | 0.290 | 0.271 | 0.195 | 去除率/% | -7.18 | 2.04 | 6.57 | 28.03 | TN | 进水/(mg·L-1) | 5.71 | 4.71 | 3.93 | 3.71 | 出水/(mg·L-1) | 4.71 | 3.93 | 3.71 | 2.83 | 去除率/% | 17.60 | 16.52 | 5.53 | 23.70 | TP | 进水/(mg·L-1) | 0.264 | 0.262 | 0.215 | 0.204 | 出水/(mg·L-1) | 0.262 | 0.215 | 0.204 | 0.145 | 去除率/% | 0.49 | 18.01 | 5.19 | 28.71 |
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