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author:

Liu, X. (Liu, X..) [1] | Zheng, W. (Zheng, W..) [2] | Gu, J. (Gu, J..) [3] | Tang, X. (Tang, X..) [4] | Zhang, X. (Zhang, X..) [5] | Li, Z. (Li, Z..) [6] | Wang, Q. (Wang, Q..) [7]

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Abstract:

The performance of three pilot scale intermittent aeration membrane bioreactors (IAMBRs) with different operating phases was evaluated over a long-term operation. Moreover, the effects of different effluent strategy on the carbon emission and economic cost of the reactor were analyzed. The results show that the average removal rate of organic matter and total phosphorus (TP) was stably above 90 %. However, the single-point continuous inflow led to the uneven distribution of carbon source and nitrogen in the anoxic section, which inhibited the denitrification process. Therefore, the short-term aeration during phase II was conducted to enhance the denitrification, and the result showed that pre-aeration significantly improved the degradation efficiency of NH3-N. More importantly, the carbon emission of IAMBR process (Device 1 and 3 was 0.695 kg/m3 and 0.657 kg/m3, respectively) was lower than that of traditional activated sludge process, MBR process and AAO-MBR process. This study demonstrated that in the areas with low effluent quality requirements, the intermittent aeration operation with gravity effluent could be a better selection in reducing the operating costs and indirect carbon emissions. © 2024 Elsevier Ltd

Keyword:

Carbon emission Gravity effluent Intermittent aeration membrane bioreactor Short-term aeration

Community:

  • [ 1 ] [Liu X.]State Key Laboratory of Pollution Control and Resource Reuse, Shanghai Institute of Pollution Control and Ecological Security, College of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China
  • [ 2 ] [Zheng W.]State Key Laboratory of Pollution Control and Resource Reuse, Shanghai Institute of Pollution Control and Ecological Security, College of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China
  • [ 3 ] [Gu J.]State Key Laboratory of Pollution Control and Resource Reuse, Shanghai Institute of Pollution Control and Ecological Security, College of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China
  • [ 4 ] [Tang X.]State Key Laboratory of Pollution Control and Resource Reuse, Shanghai Institute of Pollution Control and Ecological Security, College of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China
  • [ 5 ] [Zhang X.]Fujian Provincial Engineering Research Center of Rural Waste Recycling Technology, College of Environment & Safety Engineering, Fuzhou University, Fuzhou, 350108, China
  • [ 6 ] [Li Z.]State Key Laboratory of Pollution Control and Resource Reuse, Shanghai Institute of Pollution Control and Ecological Security, College of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China
  • [ 7 ] [Wang Q.]State Key Laboratory of Pollution Control and Resource Reuse, Shanghai Institute of Pollution Control and Ecological Security, College of Environmental Science and Engineering, Tongji University, 1239 Siping Road, Shanghai, 200092, China

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Source :

Journal of Water Process Engineering

ISSN: 2214-7144

Year: 2024

Volume: 59

6 . 3 0 0

JCR@2023

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ESI Highly Cited Papers on the List: 0 Unfold All

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30 Days PV: 0

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