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Author:

Guo, Jian-Hua (Guo, Jian-Hua.) | Wang, Shu-Ying (Wang, Shu-Ying.) (Scholars:王淑莹) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (Scholars:彭永臻) | Zheng, Ya-Nan (Zheng, Ya-Nan.) | Huang, Hui-Jun (Huang, Hui-Jun.) | Ge, Shi-Jian (Ge, Shi-Jian.) | Sun, Zhi-Rong (Sun, Zhi-Rong.) (Scholars:孙治荣)

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Abstract:

Preliminary studies had been conducted to determine the correctness of the theory and technique of energy saving achieved by limited filamentous bulking under low DO using a lab-scale A/O reactor with real domestic wastewater as the influent. The results showed that SVI could be maintained 150-230 mL/g and sludge settleability would not become very poor under the condition of low DO. During the period of limited filamentous bulking, COD and total nitrogen removal efficiencies were improved, and distinct simultaneous nitrification and denitrification (SND) was achieved, while ammonia removal efficiency would slightly decline with decreasing of DO, compared with the period of good settleability sludge under high DO. COD, ammonia and total nitrogen removal efficiencies were 86%, 70% and 63%, respectively. It was found that about 10%-25% nitrogen would be removed by SND based on the mass balance of nitrogen. Besides, SS in the effluent was almost negligible and the effluent turbidity was lower than 3 NTU. Significantly, aeration consumptions would be decreased by 17% under the condition with DO of 0.5 mg/L compared with 2.0 mg/L according to theoretical calculation of air requirements to keep different DO levels, which was about 57% in lab-scale reactor correspondingly.

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Author Community:

  • [ 1 ] [Guo, Jian-Hua]School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China
  • [ 2 ] [Wang, Shu-Ying]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 3 ] [Peng, Yong-Zhen]School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China
  • [ 4 ] [Peng, Yong-Zhen]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 5 ] [Zheng, Ya-Nan]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 6 ] [Huang, Hui-Jun]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 7 ] [Ge, Shi-Jian]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100022, China
  • [ 8 ] [Sun, Zhi-Rong]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Beijing University of Technology, Beijing 100022, China

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Source :

Environmental Science

ISSN: 0250-3301

Year: 2008

Issue: 12

Volume: 29

Page: 3348-3352

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: 10

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