[1]黄珠慧,朱艳臣,王久龙,等.混凝+两级A/O+MBR工艺处理粪便滤后液[J].中国给水排水,2022,38(24):115-119.
　HUANGZhu-hui,ZHUYan-chen,WANGJiu-long,et al.Treatment of Fecal Filtrate by a Combined Process of Coagulation, Two-stage A/O and MBR[J].China Water & Wastewater,2022,38(24):115-119.
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混凝+两级A/O+MBR工艺处理粪便滤后液

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第38卷 期数: 2022年第24期 页码: 115-119 栏目: 出版日期: 2022-12-17
Title:
Treatment of Fecal Filtrate by a Combined Process of Coagulation, Two-stage A/O and MBR
作者:
黄珠慧， 朱艳臣， 王久龙， 陶炳池， 周刚， 陈军
（浙江省环境工程有限公司，浙江 杭州 310000）
Author(s):
HUANG　Zhu-hui， ZHU　Yan-chen， WANG　Jiu-long， TAO　Bing-chi， ZHOU　Gang， CHEN　Jun
（Zhejiang Province Environmental Engineering Co. Ltd.， Hangzhou 310000， China）
关键词:
粪便滤后液;  一体化设备;  两级A/O;  MBR
Keywords:
fecal filtrate;  integrated equipment;  two-stage A/O;  MBR
摘要:
针对粪便滤后液有机物浓度较高、可生化性较好等特性，杭州市某粪便无害化处理厂采用混凝+两级A/O+MBR工艺对粪便滤后液进行处理，处理规模为100 m3/d。运行结果表明，该工艺抗冲击负荷能力强，处理效率高，对COD、NH3-N、TN、TP及SS的去除率分别在94%、90%、90%、91%以及92%以上，出水水质指标稳定达到《城镇污水处理厂污染物排放标准》（GB 18918—2002）的二级标准及《污水排入城镇下水道水质标准》（GB/T 31962—2015）的C级限值。
Abstract:
According to the characteristics of fecal filtrate such as high organic matter concentration, good biodegradability and so on, a fecal harmless treatment plant in Hangzhou adopted the combined process of coagulation, two-stage A/O and MBR to treat the fecal filtrate with the treatment capacity of 100 m3/d. The operation results show that the combined process had strong shock loading resistibility and high treatment efficiency. The removal rates of COD, NH3-N, TN, TP and SS were above 94%, 90%, 90%, 91% and 92% respectively. The effluent quality stably met the second level stipulated in Discharge Standard of Pollutants for Municipal Wastewater Treatment Plant (GB 18918-2002) and the level C limit stipulated in Wastewater Quality Standards for Discharge to Municipal Sewers (GB/T 31962-2015).

相似文献/References:

[1]何京钟,孙竟,刘羿,等.多级A/O-MBR工艺在垃圾渗滤液应急处理中的应用[J].中国给水排水,2024,40(6):79.
　HEJing-zhong,SUNJing,LIUYi,et al.Application of Multi-stage A/O-MBR Process in Emergency Treatment of Landfill Leachate[J].China Water & Wastewater,2024,40(24):79.

更新日期/Last Update: 2022-12-17