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作者:

Yang, An-Ming (Yang, An-Ming.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (学者:彭永臻) | Wang, Jia-Wei (Wang, Jia-Wei.) | Gan, Yi-Ping (Gan, Yi-Ping.) | Chang, Jiang (Chang, Jiang.) | Zhang, Shu-Jun (Zhang, Shu-Jun.) | Meng, Chun-Lin (Meng, Chun-Lin.)

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摘要:

Water quantity adjustment equipment was installed to balance the influent quantity of different paralleling treatment units in a WWTP of 400000 m3/d to tackle the problem of poor treatment effect resulting from the uneven distribution of influent wastewater to the treatment units of the large-scale WWTP. Water level change and concentrations of NH4+-N, NO3--N, NO2--N along the bio-reactor were compared before and after installing the water quantity adjustment equipment. Result shows that the influent water quantity of different paralleling treatment units, which is calculated from the water level, significantly differ. The maximum quantity of influent water is 1.72 times the minimum quantity of influent water. Uneven distribution of influent wastewater results in indistinct difference of biological treatment effect. The effluent NH4+-N concentrations of the bio-reactor are 0.22-5.24 mg/L and 0.60-0.85 mg/L and NH4+-N removal efficiencies are 69.7%-97% and 93.9%-95.4%, respectively, before and after installing the water quantity adjustion equipment. The water quantity is balanced and effluent quality is improved due to the equilibrium of water quantity through the adjustment equipment.

关键词:

Water quality Water levels Wastewater treatment Runoff Effluents Biological water treatment

作者机构:

  • [ 1 ] [Yang, An-Ming]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Yang, An-Ming]Beijing Drainage Group Co. Ltd., Beijing 100063, China
  • [ 3 ] [Peng, Yong-Zhen]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Wang, Jia-Wei]Beijing Drainage Group Co. Ltd., Beijing 100063, China
  • [ 5 ] [Gan, Yi-Ping]Beijing Drainage Group Co. Ltd., Beijing 100063, China
  • [ 6 ] [Chang, Jiang]Beijing Drainage Group Co. Ltd., Beijing 100063, China
  • [ 7 ] [Zhang, Shu-Jun]Beijing Drainage Group Co. Ltd., Beijing 100063, China
  • [ 8 ] [Meng, Chun-Lin]Beijing Drainage Group Co. Ltd., Beijing 100063, China

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来源 :

Journal of Beijing University of Technology

ISSN: 0254-0037

年份: 2012

期: 4

卷: 38

页码: 614-617,623

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