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作者:

Li, X. (Li, X..) | Wang, Y. (Wang, Y..) | Cao, X. (Cao, X..) | Meng, X. (Meng, X..)

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摘要:

To study the effects of di (2-ethylhexyl) phthalate (DEHP) on nitrification and its removal, two biological aerated filters were operated in parallel for 60 days. One filter's influent was with 100 μg/L DEHP while the other's was not. The two filters were run with the same ammonia loadings of 0.6 and 1.5 kg NH4+-N/(m3·d) successively. All results showed that, nitrite accumulation ratio in effluent reached 83.92% and 80.71%, and ammonia nitrogen removal efficiency reached 97.52% and 49.39% respectively under the two ammonia loadings for the filter fed with 100 μg/L DEHP. For the filter without DEHP adding, nitrite accumulation ratio in effluent were 64.15% and 49.37%, and the ammonia nitrogen removal efficiency were 98.77% and 49.34% respectively. DEHP in influent accelerates the nitrite accumulation but has no negative effects on ammonia removal. For the filter with DEHP in influent under the ammonia loading of 0.6 kg NH4+-N/(m3·d), percent of ammonia removal increased gradually along the flow direction and reached 98.40% at the filter bed depth of 1 400 mm. Nitrite accumulation ratio increased gradually and then decreased along the flow direction with the maximum accumulation ratio of 94.21% reached at the filter bed depth of 800 mm. The DEHP average removal efficiencies were 91.71% and 89.38% respectively under the two ammonia loadings. Most DEHP removal occurred in the initial 200 mm filter bed. © 2015, Science Press. All right reserved.

关键词:

Biological aerated filter; Nitrification; Nitrite accumulation; Phthalate

作者机构:

  • [ 1 ] [Li, X.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recover Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Wang, Y.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recover Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Cao, X.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recover Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Meng, X.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recover Engineering, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 100124, China

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来源 :

Chinese Journal of Environmental Engineering

ISSN: 1673-9108

年份: 2015

期: 12

卷: 9

页码: 5825-5830

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