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| 一体化曝气生物滤池处理城市生活污水试验研究 | |
| 引用本文： | 黄咏洲,徐建斌,黄玮. 一体化曝气生物滤池处理城市生活污水试验研究[J]. 环境科学与管理, 2008, 33(1): 103-106 |
| 作者姓名： | 黄咏洲 徐建斌 黄玮 |
| 作者单位： | 江苏省城市规划设计研究院,江苏,南京,210024 |
| 摘 要： | 通过试验研究一体化生物生物滤池对城市生活污水的处理效果。考察了水里停留时间（HRT）、COD容积负荷、填料高度、曝气强度等的影响。结果表明，在流量为85 l／h、容积负荷在1．0kgCOD／（m^3·d）-1．5kgCOD／（m^3·d）、曝气强度在0．4—0．6L／（m^2·s）之间时滤池水中COD和SS的去除率为90％和85％左右、氨氮的去除率为61．7％。 |
| 关 键 词： | 一体化生物滤池 酶促填料 生活污水 |
| 文章编号： | 1673-1212(2008)01-0103-04 |
| 修稿时间： | 2007-03-19 |
Research on Characteristics of Intergrated Biological Filter for Municipal Wastewater Treatment |
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| Huang Yongzhou,Xu Jianbin,Huang Wei. Research on Characteristics of Intergrated Biological Filter for Municipal Wastewater Treatment[J]. Environmental Science and Management, 2008, 33(1): 103-106 | |
| Authors: | Huang Yongzhou Xu Jianbin Huang Wei |
| Affiliation: | (Jiangsu Institute of City Planning and Design, Nanjing 210024, China) |
| Abstract: | The experiment was carried out on the use of Intergrated Biological Filer for treatment of municipal wastewater, and study was made on the effect of hydraulic retention time （HRT）, the loading of COD, the height of filling and aerated intensity on the performance. The results showed that when the amount of flows is 851/h, the loading of COD is 1.0 kgCOD/（m^3 ·d）- 1.5 kgCOD/（m^3 · d） and aerated intensity is 0. 4 -0. 6 L/（m^2· s） ,the biofliter can efficiently remove COD and SS etc. |
| Keywords: | intergrated biological filer enzymatic medium sewage |
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