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Author:

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

Indexed by:

EI Scopus PKU CSCD

Abstract:

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.

Keyword:

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

Author Community:

  • [ 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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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2014

Issue: 1

Volume: 34

Page: 150-155

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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