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Author:

Ma, Juan (Ma, Juan.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (Scholars:彭永臻) | Wang, Shu-Ying (Wang, Shu-Ying.) (Scholars:王淑莹) | Wang, Li (Wang, Li.) (Scholars:王丽) | Liu, Yang (Liu, Yang.) | Ma, Nin-Ping (Ma, Nin-Ping.)

Indexed by:

EI Scopus PKU CSCD

Abstract:

Profiles of oxidation reduction potential (ORP) and pH value were investigated during organic degradation, nitrification and denitrification of advanced nitrogen removal in step-feed cyclic activated sludge technology (CAST) with on-line control treating domestic wastewater, and the relationship among process parameters and variations of organic substances and nitrogens during the treatment process was also established. The results show that based on the characteristic points in pH and ORP profiles to halt aeration and stirring process timely, step-feed CAST with on-line control system is found to perform more effectively so that advanced nitrogen removal is achieved and operation cost is saved as much as possible. When COD and mass concentrations of -N in the influent are 155.0-443.6 mg/L and 57.98-82.40 mg/L, COD and mass concentrations of -N and TN in the effluent are less than 40, 0.5 and 2.0 mg/L, respectively, as step-feed CAST with on-line control adopted. Moreover, the specific denitrification rate is observed to be improved significantly when the temperature of system is 17 °C, 23 and 30 °C. Sufficient organic carbon in influent can increase feeding frequencies, shorten treatment process as well as decrease external carbon source dosage. The phosphorus removal performance is stable and the removal rate can reach 90% when step-feed CAST technology is used.

Keyword:

Redox reactions Organic carbon Denitrification Activated sludge process Effluents Chemical oxygen demand Nitrogen removal Wastewater treatment

Author Community:

  • [ 1 ] [Ma, Juan]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Ma, Juan]Institute of Environmental and Municipal Engineering, Lanzhou Jiaotong University, Lanzhou 730070, China
  • [ 3 ] [Peng, Yong-Zhen]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Wang, Shu-Ying]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Wang, Li]Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 6 ] [Liu, Yang]Standard Water Ltd, Beijing 100022, China
  • [ 7 ] [Ma, Nin-Ping]Standard Water Ltd, Beijing 100022, China

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Source :

Journal of Central South University (Science and Technology)

ISSN: 1672-7207

Year: 2010

Issue: 2

Volume: 41

Page: 793-798

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count:

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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