Zhu Zhaoliang, Cao Xiangsheng, Meng Xuezheng, Zhang Jie. Probe into start-up methods and optimum running parameters of upflow aerobic filters in winter[J]. Chinese Journal of Environmental Engineering, 2009, 3(2): 215-218.
Citation: Zhu Zhaoliang, Cao Xiangsheng, Meng Xuezheng, Zhang Jie. Probe into start-up methods and optimum running parameters of upflow aerobic filters in winter[J]. Chinese Journal of Environmental Engineering, 2009, 3(2): 215-218.

Probe into start-up methods and optimum running parameters of upflow aerobic filters in winter

  • Received Date: 21/08/2008
    Accepted Date: 21/04/2008
    Fund Project:
  • Aerobic filters have the advantages of both common filters and biological aerated filter. The COD, ammonia nitrogen and turbidity of secondary effluent can be farther removed by aerated filter and the reclaimed water qualities are improved. The tests discussed start-up methods and optimum running parameters of aerobic filters in winter. The results are as follows: incremental flowrate can accelerate the start-up of the aerated filters, 1 m/h as upflow rate, (1~3)∶1 as water gas ratio, the filter bed depth relates to filter material size, backwashing when the effluent headloss goes up 1m and the filter can be regenerated in 4 hours. The start-up time was prolonged at low temperature, but the media of filter were covered with stable biofilm. The filter flowrate is confirmed by lab experiment in winter to ensure effluent quality.
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    沈阳化工大学材料科学与工程学院 沈阳 110142

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Probe into start-up methods and optimum running parameters of upflow aerobic filters in winter

Fund Project:

Abstract: Aerobic filters have the advantages of both common filters and biological aerated filter. The COD, ammonia nitrogen and turbidity of secondary effluent can be farther removed by aerated filter and the reclaimed water qualities are improved. The tests discussed start-up methods and optimum running parameters of aerobic filters in winter. The results are as follows: incremental flowrate can accelerate the start-up of the aerated filters, 1 m/h as upflow rate, (1~3)∶1 as water gas ratio, the filter bed depth relates to filter material size, backwashing when the effluent headloss goes up 1m and the filter can be regenerated in 4 hours. The start-up time was prolonged at low temperature, but the media of filter were covered with stable biofilm. The filter flowrate is confirmed by lab experiment in winter to ensure effluent quality.

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