首页|多段AO+MBR工艺在寒区污水厂提标改造的应用

多段AO+MBR工艺在寒区污水厂提标改造的应用

扫码查看
采用多段AO+MBR工艺对中国北方寒区城市某污水厂出水TN波动大、尾水外排容量低等问题进行提标改造。多段AO可以实现TN的高效去除,而MBR+臭氧催化氧化则可以实现COD、NH3-N的有效控制,从而达到稳定出水的目的。提标改造后实际运行数据表明:出水COD和NH3-N、TN、TP、SS检测均值分别为26。60 mg/L和0。29、7。59、0。38、5。32 mg/L,均达到《城镇污水处理厂污染物排放标准(GB 18918-2002)》中的一级A标准,其中NH3-N达到《地表水环境质量标准》(GB 3838-2002)中的Ⅲ类水标准ρ(NH3-N)≤1。0 mg/L),TN稳定优于《城镇污水处理厂污染物排放标准(GB 18918-2002)》中的一级A标准(ρ(TN)≤15 mg/L)。
Application of Multi-Stage AO+MBR Process in Upgrading of Wastewater Plant in Cold Area
The multi-stage AO+MBR process was used to upgrade the problems of effluent TN fluctuation and low discharge capacity of tailwater in a wastewater treatment plant in cold area of north China.Multi-stage AO can achieve efficient removal of TN,and MBR+ozone catalytic oxidation can achieve effective control of COD and NH3-N,so as to achieve the purpose of stable effluent.After the upgrading reconstruction the actual operating data show that:The mean values of NH3-N,TN,COD,TP and SS in effluent were 0.29 mg/L,7.59 mg/L,26.60 mg/L,0.38 mg/L and 5.32 mg/L,respectively.All of them meet the Class A standard of Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB 18918-2002),among which NH3-N meets the Class Ⅲ water standard in the Environmental Quality Standard for Surface Water(GB3838-2002)(ρ(NH3-N)≤1.0 mg/L).TN stability is better than the Class A standard of Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant(GB 18918-2002)(ρ(TN)≤15 mg/L).

upgrading and reconstructionmulti-stage AO+MBR processcold areasurban wastewater treatment plants

梅小乐、南艳霞、杨志强、刘东、段楚琴

展开 >

内蒙古农业大学水利与土木建筑工程学院,内蒙古 呼和浩特 010018

鄂尔多斯市东胜区洁通排水产业有限责任公司,内蒙古 鄂尔多斯 017000

提标改造 多段AO+MBR工艺 寒冷地区 城市污水厂

2025

水处理技术
杭州水处理技术研究开发中心有限公司

水处理技术

北大核心
影响因子:0.731
ISSN:1000-3770
年,卷(期):2025.51(1)