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Author:

Li, D. (Li, D..) | Li, Y. (Li, Y..) | Li, Y.-M. (Li, Y.-M..) | Yang, J.-W. (Yang, J.-W..) | Zhang, J. (Zhang, J..)

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Scopus

Abstract:

Flocculent sludge was inoculated at room temperature in SBR reactors R1, R2, and R3 running in gradient, fast, and slow feeding, respectively. Using artificial water distribution as the influent substrate, the impact of the feeding method on the carbon source storage performance and pollutant removal effect was explored. The results showed that the gradient feeding had better internal carbon source storage performance and denitrification effect. After successful startup, the CODin, SNED rates and the average removal rates of TN, COD and TP in R1 were 99.69%, 81.52%, 79.07%, 92.35%, 96.03%, respectively. The average removal rate of TP was ond only to 98.43% of R3. This was because the contribution of PAO to the internal carbon source storage (Ppaos) under slow feeding was the majority (54.41%), while the gradient water Ppaos was only 47.90%. The sludge concentration in R1 was 5mg/L, which was lower than the 6389mg/L in R2, but its MLSS/MLVSS was 0.90, indicating that the gradient influent granular sludge had a higher biomass. The EPS analysis results showed that the composition of extracellular polymeric substances (EPS) changed with the change of the feeding method, and the gradient feeding contained higher PN, so the particles were more hydrophobic and the particle structure was more stable. © 2022, Editorial Board of China Environmental Science. All right reserved.

Keyword:

SBR Aerobic granular sludge Ntrogen and phosphorus removal Feeding method Intenal carbon source

Author Community:

  • [ 1 ] [Li D.]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Li Y.]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Li Y.-M.]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 4 ] [Yang J.-W.]Beijing Municipal Engineering Design and Research Institute Co. Ltd., Beijing, 100086, China
  • [ 5 ] [Zhang J.]Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 6 ] [Zhang J.]State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin, 150090, China

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Source :

China Environmental Science

ISSN: 1000-6923

Year: 2022

Issue: 3

Volume: 42

Page: 1113-1119

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: 6

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