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| 宁河县芦台桥北污水处理厂设计 | |
| 引用本文： | 邱娜,王亚亮,张杰,王舜和,郭淑琴.宁河县芦台桥北污水处理厂设计[J].城市道桥与防洪,2011(3):48-50,160. |
| 作者姓名： | 邱娜 王亚亮 张杰 王舜和 郭淑琴 |
| 作者单位： | 1. 天津市市政工程设计研究院,天津,300051 2. 宁河县供水站,天津,301500 3. 天津创业环保集团股份有限公司,天津,300381 |
| 摘 要： | 宁河县芦台桥北污水处理厂近期规模1.2万m3/d,采用改良A2/O+纤维转盘滤池工艺。进水以生活污水为主,CODcr350 mg/L,BOD5150 mg/L,SS200mg/L,NH3-N30mg/L,TN40mg/L,TP4mg/L。设计出水达到《城镇污水处理厂污染物排放标准》(GB18918—2002)一级A标准。该文介绍了污水处理厂设计概况、设计思路和主要工艺的对比方案。 |
| 关 键 词： | 污水处理厂 改良A2/O 纤维转盘滤池 |
Design of Ninghe County Lutaiqiaobei Wastewater Treatment Plant |
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| Qiu Na,Wang Yaliang,Zhang Jie,Wang Shunhe,Guo Shuqin.Design of Ninghe County Lutaiqiaobei Wastewater Treatment Plant[J].Urban Roads Bridges & Flood Control,2011(3):48-50,160. | |
| Authors: | Qiu Na Wang Yaliang Zhang Jie Wang Shunhe Guo Shuqin |
| Institution: | Qiu Na,Wang Yaliang,Zhang Jie,Wang Shunhe,Guo Shuqin |
| Abstract: | The short-term scope of Ninghe County Lutaiqiaobei Wastewater Treatment Plant is 12000 m3/d. The modified A2/O + fiber turn-plate filter technology is used. The influent is mainly domestic sewage by CODcr350mg/L,BOD5150mg/L,SS200mg/L,NH3-N30mg/L,TN40mg/L,TP4mg/L. The design effluent satisfies Class I A standard of Pollutant Discharge Standard of Town Wastewater Treatment Plant (GB18918-2002). The article introduces the general design situation and design thought of wastewater treatment plant, and compared s... |
| Keywords: | wastewater treatment plant modified A2/O fiber turn-plate filter |
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