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Fan Ronggui, Li Xian, Gao Haijuan, Wang Huichuan. Brewery wastewater treatment by cage-like packed anaerobic baffled reactor[J]. Chinese Journal of Environmental Engineering, 2013, 7(3): 993-998.
Citation: Fan Ronggui, Li Xian, Gao Haijuan, Wang Huichuan. Brewery wastewater treatment by cage-like packed anaerobic baffled reactor[J]. Chinese Journal of Environmental Engineering, 2013, 7(3): 993-998.
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Brewery wastewater treatment by cage-like packed anaerobic baffled reactor

  • 1.

    College of Environmental Sciences and Engineering, Liaoning Technical University, Fuxin 123000, China

  • Received Date: 26/08/2012
    Accepted Date: 12/07/2012
    Available Online: 18/03/2013
    Fund Project:
  • The new-type reactor based on the ABR was designed which increased the anoxic and aerobic segment and was filled with cage-like filler in each separated rooms. The beer wastewater as a treatment object was treated by the new-type reactor and the start-up process of the treatment was investigated. The removal efficiency of COD and its influence factors such as the HRT and organic load were analyzed. The changes of pH and its causes were discussed on the new-type reactor in treatment process. It was explored that the lower effluent SS was caused by the retention and microbial attachment growth in the surface of the cage-filler, and the lower effluent concentration of ammonia was the result of both the biological reaction of anoxic and aerobic segment. The experiment results showed that the removal efficiencies of COD and the organic load were about 96% and 0.647~1.745 kg/(m3·d), respectively. The average effluent concentrations completely met the discharge standard of brewery wastewater when the wastewater load was 50 L/d.
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Brewery wastewater treatment by cage-like packed anaerobic baffled reactor

  • Received Date: 26/08/2012
  • Accepted Date: 12/07/2012
  • Available Online: 18/03/2013
Fund Project:

Abstract: The new-type reactor based on the ABR was designed which increased the anoxic and aerobic segment and was filled with cage-like filler in each separated rooms. The beer wastewater as a treatment object was treated by the new-type reactor and the start-up process of the treatment was investigated. The removal efficiency of COD and its influence factors such as the HRT and organic load were analyzed. The changes of pH and its causes were discussed on the new-type reactor in treatment process. It was explored that the lower effluent SS was caused by the retention and microbial attachment growth in the surface of the cage-filler, and the lower effluent concentration of ammonia was the result of both the biological reaction of anoxic and aerobic segment. The experiment results showed that the removal efficiencies of COD and the organic load were about 96% and 0.647~1.745 kg/(m3·d), respectively. The average effluent concentrations completely met the discharge standard of brewery wastewater when the wastewater load was 50 L/d.

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