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2种多级厌氧系统处理高浓度焦化废水

High-concentrated wastewater treatment in coke factory by use of two systems of multi-stage anaerobe
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摘要 利用多级厌氧无污泥返混与多级厌氧有污泥返混系统处理高浓度焦化污水后 ,证明多级厌氧无污泥返混系统 (各步之间没有生物数量的混合 )的性能优于多级厌氧有污泥返混系统 (各步之间有生物数量混合 )。多级厌氧无污泥返混比多级厌氧有污泥返混系统更能抵抗冲击荷载 (pH值高、COD和NH3 N浓度高 )。 It's demonstrated that the performance of a system of multi stage anaerobe without sludge back mixing is much better than that of a system of multi stage anaerobe with sludge back mixing after high concentrated wastewater treated by the system of multi stage anaerobe without sludge back mixing and multi stage anaerobe with sludge back mixing. The system of multi stage anaerobe without sludge back mixing or multi stage anaerobe with sludge back mixing can resist much more impact load (high pH value, COD and NH 3 N of high concentration), and produce much more methane.
作者 张珂
出处 《环境污染治理技术与设备》 CSCD 北大核心 2004年第6期68-70,共3页 Techniques and Equipment for Environmental Pollution Control
关键词 多级厌氧系统 焦化废水 废水处理工业 焦炭 COD coke wastewater multi-stage anaerobe without sludge back mixing multi-stage anaerobe with sludge back mixing
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参考文献4

  • 1RS拉马尔奥著 严忠琪 王凤石译.废水处理概论[M].北京:中国建筑工业出版社,1985.301,314.
  • 2刘俊峰,陈安国,王旭美.焦化废水深度处理回用研究[J].水处理技术,2003,29(1):35-37. 被引量:15
  • 3Nuri Aibar, Pepi Ursillo, Richard E Speeece. Effect of process configuration and substrate comrlexity on the performance of anaerobic processes. Wat Res , 2001,35 ( 3 ) :817 ~ 829.
  • 4Larry D , Benefield, Clifford , W Randall. Biological Praless Desical for Wastewater Treatment. Publish in Great Britain, 1998.

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