环境卫生工程 ›› 2023, Vol. 31 ›› Issue (2): 70-76.doi: 10.19841/j.cnki.hjwsgc.2023.02.011

• 有机固废生物处理与高值化利用 • 上一篇    下一篇

错流流速对厨余垃圾厌氧膜生物反应器通量的影响研究

吴 健,华银锋,陈卫华   

  1. 1. 上海黎明资源再利用有限公司;2.上海浦东环保发展有限公司
  • 出版日期:2023-04-25 发布日期:2023-04-25

Effect Study of Cross-Flow Velocity on Membrane Flux of AnMBR for Food Waste

WU Jian, HUA Yinfeng, CHEN Weihua   

  1. 1. Shanghai Liming Resources Reuse Co. Ltd.;2. Shanghai Pudong Environmental Protection Development Co. Ltd.
  • Online:2023-04-25 Published:2023-04-25

摘要: 对上海市某厨余垃圾处理厂的中试规模厨余垃圾浆料厌氧膜生物反应器(AnMBR)进行了研究,重点探索了AnMBR处理过程中错流流速对厌氧膜通量的影响。结果表明,错流流速与AnMBR的膜通量密切相关。在试验错流流速下,沼液的AnMBR亚临界通量为18.48 L/(m2·h),相应的膜过滤阻力R为2.53×1012 m-1,此膜过滤阻力为清水的1.12倍。修正后的惯性升力模型表明,运用该修正模型对不同错流流速下AnMBR沼液膜通量拟合获得的沼液悬浮污染物颗粒平均半径a为(4.375±0.032) μm,膜通量修正值b为(3.172±0.198)L/(m2·h)。

关键词: 厨余垃圾浆料, 厌氧膜生物反应器, 错流流速, 膜通量

Abstract: The investigation of a pilot-scale AnMBR for the treatment of food waste slurry from a food waste treatment plant in Shanghai was carried out. Primarily focused on the impact of cross-flow velocity on membrane flux during AnMBR treatment. The findings indicated a strong correlation between the cross-flow velocity and the membrane flux of AnMBR. The AnMBR subcritical flux for the biogas slurry was 18.48 L/(m2·h) under the experimental cross-flow velocity, and the corresponding membrane filtration resistance R was 2.53×1012 m-1, which was 1.12 times that of water. According to the modified inertia lift model, the average radius (a) of the suspended biogas slurry pollutant particles and the membrane flux correction value(b) were (4.375±0.032) μm and (3.172±0.198)L/(m2·h), respectively, which were determined by fitting the AnMBR biogas slurry membrane flux with the modified model at various cross flow velocities.

Key words: food waste slurry, AnMBR, cross-flow velocity, membrane flux

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