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好氧颗粒污泥MBR工艺处理变电站生活污水性能分析

刘克成,  范辉,  高燕宁

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文章导航 > 环境工程  > 2021 >  39(9): 31-36
刘松华, 周静, 金文龙, 唐明, 武瑾. 苏州市集中式饮用水源地健康风险评价[J]. 环境工程, 2021, 39(5): 217-224. doi: 10.13205/j.hjgc.202105030
引用本文: 刘克成, 范辉, 高燕宁. 好氧颗粒污泥MBR工艺处理变电站生活污水性能分析[J]. 环境工程, 2021, 39(9): 31-36. doi: 10.13205/j.hjgc.202109005
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LIU Song-hua, ZHOU Jing, JIN Wen-long, TANG Ming, WU Jin. HEALTH RISK ASSESSMENT OF CENTRALIZED DRINKING WATER SOURCES IN SUZHOU[J]. ENVIRONMENTAL ENGINEERING , 2021, 39(5): 217-224. doi: 10.13205/j.hjgc.202105030
Citation: LIU Ke-cheng, FAN Hui, GAO Yan-ning. PERFORMANCE OF AEROBIC GRANULAR SLUDGE MBR PROCESS FOR THE TREATMENT OF SUBSTATION SEWAGE[J]. ENVIRONMENTAL ENGINEERING , 2021, 39(9): 31-36. doi: 10.13205/j.hjgc.202109005
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好氧颗粒污泥MBR工艺处理变电站生活污水性能分析

doi: 10.13205/j.hjgc.202109005

  • 1. 国网河北省电力有限公司电力科学研究院, 石家庄 050021;

  • 2. 国网河北省电力有限公司, 石家庄 050000

基金项目: 

国家电网有限公司科技项目"电站生产污水、雨水与生活污水交叉利用资源化技术研究及应用"（kj2020-066）。

详细信息
    作者简介:

    刘克成(1972-),男,正高级工程师,主要研究方向为水资源管理及废水处理技术。hbdyylkc@163.com

    通讯作者:

    高燕宁(1981-),男,正高级工程师,主要研究方向为水资源管理及废水处理技术。hbdyygyn@163.com

PERFORMANCE OF AEROBIC GRANULAR SLUDGE MBR PROCESS FOR THE TREATMENT OF SUBSTATION SEWAGE

  • 1. State Grid Hebei Electric Power Research Institute, Shijiazhuang 050021, China;

  • 2. State Grid Hebei Electric Power Co., Ltd, Shijiazhuang 050000, China

摘要

    摘要
  • 摘要: 实验对比研究了好氧颗粒污泥膜生物反应器（AGMBR）和传统絮状污泥膜生物反应器（MBR）处理变电站生活污水过程中的膜污染行为及净水性能。以变电站生活污水作为进水，经60 d可以成功培养出好氧颗粒污泥。与传统絮状污泥相比，好氧颗粒污泥能够有效减缓膜污染，尤其是不可逆膜污染。AGMBR水力反洗频率仅为传统MBR的33.3%，30 d连续运行的膜孔阻力仅为传统MBR的69.3%。进一步分析发现，AGMBR反应器中EPS含量显著低于传统MBR，而且EPS中多糖组分含量也远低于传统MBR（仅为MBR的46%）。净水性能对比结果表明，AGMBR对TN和TP有着优异的去除性能，30 d运行平均去除率比传统MBR分别高出37.8%和40.5%。
    Abstract: This study compared the membrane fouling behavior and water purification performance of aerobic granular sludge membrane bioreactor (AGMBR) and traditional flocculent sludge membrane bioreactor (MBR) for the treatment of substation sewage. Using substation domestic sewage as the feed water, aerobic granular sludge could be successfully cultivated after 60 days. Compared with traditional flocculent sludge, aerobic granular sludge could effectively slow down membrane fouling, especially irreversible membrane fouling. In AGMBR, the hydraulic backwash frequency was only 33.3% of that in traditional MBR, and the resistance from pore blocking in 30-day continuous operation was only 69.3% of traditional MBR. Further analysis suggested that EPS content in AGMBR reactor was significantly lower than that of traditional MBR, and the content of polysaccharide in EPS was only 46% of the traditional MBR. The comparison result in water purification performance showed that AGMBR had an excellent removal performance for TN and TP, and the average removal rate of 30-day running was 37.8% and 40.5% higher than that of the traditional MBR, respectively.
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    • 参考文献(20)
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出版历程
  • 收稿日期:  2021-01-18
  • 网络出版日期:  2022-01-21

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