[1]朱良升,罗焕,马泽宇,等.AO-MBR+人工湿地用于村镇分散式污水处理[J].中国给水排水,2026,42(6):121-128.
　ZHULiangsheng,LUOHuan,MAZeyu,et al.Application of AO-MBR+Constructed Wetland Process in Decentralized Sewage Treatment in Villages and Towns[J].China Water & Wastewater,2026,42(6):121-128.
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AO-MBR+人工湿地用于村镇分散式污水处理

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第42卷 期数: 2026年第6期 页码: 121-128 栏目: 出版日期: 2026-03-17
Title:
Application of AO-MBR+Constructed Wetland Process in Decentralized Sewage Treatment in Villages and Towns
作者:
朱良升1， 罗焕2， 马泽宇1， 王汉斌3， 侯振兴4， 冯进华2
（1.北京碧水源科技股份有限公司，北京 102206；2.北京顺政碧水源环境科技有限责任公司，北京 101399；3.北京碧水京良水务有限公司，北京 102400；4.北京恒泽美顺环境科技有限公司，北京 101300）
Author(s):
ZHU　Liangsheng1， LUO　Huan2， MA　Zeyu1， WANG　Hanbin3， HOU　Zhenxing4， FENG　Jinhua2
（1. Beijing Originwater Technology Co. Ltd.， Beijing 102206， China； 2. Beijing Shunzheng Originwater Environmental Technology Co. Ltd.， Beijing 101399， China； 3. Beijing Bishui Jingliang Water Co. Ltd.， Beijing 102400， China； 4. Beijing Hengze Meishun Environmental Technology Co. Ltd.， Beijing 101300，China）
关键词:
村镇污水;  AO-MBR工艺;  一体化设备;  人工湿地;  分散式污水处理
Keywords:
village and town sewage;  AO-MBR process;  integrated equipment;  constructed wetland;  decentralized sewage treatment
摘要:
北京市平谷区王辛庄镇、马昌营镇、东高村镇区域新建27座村镇级污水处理站，采用地埋式AO-MBR一体化设备+垂直潜流人工湿地工艺对三镇区26个村庄的生活污水进行处理，总处理规模为2 580 m3/d。2023年1月—12月进水量、水质及AO-MBR出水水质监测结果表明，除湿地TN去除率（18.60%）较低外，AO-MBR生化段及后续湿地对COD、NH3-N、TP及BOD5均具有较好的去除率。系统出水水质满足北京市《水污染物综合排放标准》（DB11/307－2013）的新（改、扩）污水处理站中A排放限值。系统建成后，污水负荷率为74.67%，污水收集处理率达到83.34%。在全系统建设投资中，场站部分为12 421.17元/m3，配套收集管网部分为68 739.29元/m3（690.07元/m）。污水处理站直接运行成本为2.56元/m3，膜更新成本为0.213元/m3；管网运行成本为1.052元/m3（2.88元/m）。
Abstract:
Twenty-seven village-level sewage treatment stations were built in Wangxinzhuang Town, Machangying Town and Donggaocun Town of Pinggu District, Beijing. The domestic sewage from 26 villages in the three towns was treated by buried AO-MBR integrated equipment and vertical subsurface flow constructed wetland process, with a total treatment capacity of 2 580 m3/d. The monitoring results of influent quantity, water quality and AO-MBR effluent quality from January to December in 2023 showed that the removal rates of COD, NH3-N, TP and BOD5 in the biochemical section of AO-MBR and the subsequent wetlands were good, except that the removal rate of TN in the wetland was low(18.60%). The effluent quality of the system meets the discharge limit A in the new (modified, expanded) sewage treatment station in the Integrated Discharge Standard of Water Pollutants(DB11/307-2013) of Beijing. After the completion of the system, the sewage load rate is 74.67%, and the sewage collection and treatment rate is 83.34%. In the construction investment of the whole system, the stations is 12 421.17 CNY/m3, and the supporting collection pipe network is 68 739.29 CNY/m3(690.07 CNY/m). The direct operation cost of the sewage treatment station is 2.56 CNY/m3, the membrane renewal cost is 0.213 CNY/m3, and the operation cost of the pipe network is 1.052 CNY/m3(2.88 CNY/m).

相似文献/References:

[1]王波,杨书传.生态处理系统处理村镇污水工程实践[J].中国给水排水,2021,37(14):128.
　WANG Bo,YANG Shu-chuan.Engineering Practice of Ecological Treatment System for Rural Sewage Treatment[J].China Water & Wastewater,2021,37(6):128.
[2]刘璐,胡飞超,张文强,等.长江中游湖南和江西两省村镇污水处理模式现状分析[J].中国给水排水,2023,39(12):13.
　LIULu,HUFei-chao,ZHANGWen-qiang,et al.Analysis of the Village and Town Sewage Treatment Mode in Hunan Province and Jiangxi Province in the Middle Reaches of Yangtze River[J].China Water & Wastewater,2023,39(6):13.

更新日期/Last Update: 2026-03-17