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作者:

Wu, Yan (Wu, Yan.) | Yang, Yan-Ling (Yang, Yan-Ling.) (学者:杨艳玲) | Li, Xing (Li, Xing.) (学者:李星) | Zhou, Zhi-Wei (Zhou, Zhi-Wei.) (学者:周志伟) | Wang, Wei-Qiang (Wang, Wei-Qiang.) | Su, Zhao-Yang (Su, Zhao-Yang.)

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摘要:

Simulated low turbidity and micro-polluted water was used as raw water and aluminium sulfate was used as coagulant, the flocs growth process, two-dimensional perimeter fractal dimension (Dpf), specific surface and the relationship between flocs characteristics and coagulation efficiency under three common coagulation mechanisms (charge neutralization, bridging and sweep flocculation) were investigated. The results indicated that the highest growth rate S (0.951), stable flocculation index (FI) value (3.7%) and two-dimensional perimeter fractal dimension 588) of flocs were formed under bridging dominated the coagulation mechanism. Additionally, the flocs stick together in clumps with porous space in such condition and its specific surface was between that formed by sweep flocculation and charge neutralization as the following hierarchy: sweep flocculation (83.646 m2/g)≤bridging (98.808 m2/g)≤charge neutralization (116.046 m2/g). The FI value, S and Dpf had a significant linear correlation with the turbidity removal efficiency, the correlation coefficient reaching up to 0.979, 0.982 and 0.963, respectively. The flocs with higher specific surface and bigger adsorption capacity may be contributed to a higher organic matter removal.

关键词:

Aluminum sulfate Coagulation Efficiency Flocculation Fractal dimension Growth rate Ostwald ripening Sulfur compounds Turbidity Water pollution

作者机构:

  • [ 1 ] [Wu, Yan]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Yang, Yan-Ling]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Li, Xing]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Zhou, Zhi-Wei]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Wang, Wei-Qiang]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Su, Zhao-Yang]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China

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来源 :

China Environmental Science

ISSN: 1000-6923

年份: 2014

期: 1

卷: 34

页码: 150-155

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