| 青浦第二污水厂运行现状及三期工程设计与运行 |
| |
| 引用本文： | 谢勇.青浦第二污水厂运行现状及三期工程设计与运行[J].城市道桥与防洪,2012(9):145-148. |
| |
| 作者姓名： | 谢勇 |
| |
| 作者单位： | 上海市城市建设设计研究总院,上海200125 |
| |
| 摘 要： | 青浦污水厂一、二期工程设计规模分别为1.5万m3/d和4.5万m3/d,均采用Carrousel氧化沟工艺,最终出水执行《城市污水处理厂污染物排放标准》(GB18918-2002)一级B标准。该文介绍了其工程设计与运行情况。在工程设计中,通过对一、二期工程分析,借鉴了相关工程的设计经验,优化了三期工程工艺设计及运行参数,总结了设计及运行方面的经验,为相关工程提供借鉴与参考。
|
| 关 键 词： | 污水处理厂 Carrousel氧化沟 微曝氧化沟 脱氮除磷 工程设计 |
Operation Status of Qingpu No.2 Wastewater Treatment Plant and Its Phase III Engineering Design and Operation |
| |
| Xie Yong.Operation Status of Qingpu No.2 Wastewater Treatment Plant and Its Phase III Engineering Design and Operation[J].Urban Roads Bridges & Flood Control,2012(9):145-148. |
| |
| Authors: | Xie Yong |
| |
| Abstract: | The design capacities of Qingpu Wastewater Treatment Plant are separately 1.5×10 4 m 3/d for Phase I Project and 4.5×10 4 m 3/d for Phase Ⅱ Project with the technology of Carrousel oxidation ditch.The final effluent enforces Class I B Standard in Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB18918-2002).The article introduces its engineering design and operation status.In the engineering design,by analysis of Phase I and Phase II,and according to the relative engineering design experience,the article optimizes the technological design and operation parameter of Phase III Project,sums up the design and operation experience,which can be referred for the similar projects. |
| |
| Keywords: | wastewater treatment plant Carrousel oxidation ditch micro aeration oxidation ditch nitrogen and phosphorus removal engineering design |
| 本文献已被 CNKI 维普 等数据库收录！ |
|
