| A-A2／O 工艺在城镇污水处理厂的运用实践 |
| |
| 引用本文： | 陈水程.A-A2／O 工艺在城镇污水处理厂的运用实践[J].东莞理工学院学报,2014(3):74-77. |
| |
| 作者姓名： | 陈水程 |
| |
| 作者单位： | 东莞市环境科学学会,广东东莞,523009 |
| |
| 摘 要： | 介绍了A-A2/O工艺流程、原理及特点和工程设计要素，并考察了该工艺在污水处理厂实际运用中的效果，研究表明：污水厂 COD、 NH3-N、 TN、 TP 等污染物的平均去除率分别为84.3％、73.2％、58.8％、93.6％，出水浓度稳定达到《城镇污水处理污染物排放标准》（ GB18918-2002）一级B排放标准限值。
|
| 关 键 词： | A-A2 O工艺 污水处理厂 污染物 去除率 |
The Application of A-A2/O Technology in Urban Sewage Treatment Plant |
| |
| CHEN Shui-cheng.The Application of A-A2/O Technology in Urban Sewage Treatment Plant[J].Journal of Dongguan Institute of Technology,2014(3):74-77. |
| |
| Authors: | CHEN Shui-cheng |
| |
| Institution: | CHEN Shui-cheng ( Dongguan Environmental Science Association, Dongguan 523009, China) |
| |
| Abstract: | This paper introduces the principle , characteristics of A-A2/O process and the engineering design elements;the study indicates the results： the average removal rate of sewage plant pollutants COD , NH3 -N, TN, TP are 84.3%, 73.2%, 58.8%, 93.6%, stable effluent concentration reaches up to the B emission standard limits of “urban sewage pollutant discharge standard”（ GB18918-2002 ） . |
| |
| Keywords: | A-A2/O process wastewater treatment plant pollutant removal rate |
| 本文献已被 维普 等数据库收录！ |
|
