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Author:

Hu, X. (Hu, X..) | Yang, H. (Yang, H..) | Fang, X. (Fang, X..) | Liu, X. (Liu, X..) | Wang, J. (Wang, J..) | Wang, X. (Wang, X..) | Bai, Y. (Bai, Y..) | Su, B. (Su, B..)

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EI Scopus SCIE

Abstract:

As an energy and carbon saving process for nitrogen removal from wastewater, the partial nitrification and denitrification process (PN/D) has been extensively researched. However, achieving stable PN in municipal wastewater has always been challenging. In this study, a gel immobilized PN/D nitrogen removal process (GI-PN/D) was established. A 94d pilot-scale experiment was conducted using real municipal wastewater with an ammonia concentration of 43.5 ± 5.3 mg N/L at a temperature range of 11.3–28.7℃. The nitrogen removal performance and associated pathways, shifts in the microbial community as well as sludge yield were investigated. The results were as follows: the effluent TN and COD were 0.6 ± 0.4 mg/L and 31.1 ± 3.8 mg/L respectively, and the NAR exceeding 95 %. GI-PN/D achieved deep nitrogen removal of municipal wastewater through stable PN without taking any other measures. The primary pathways for nitrogen removal were identified as denitrification, simultaneous nitrification-denitrification, and aerobic denitrification. High-throughput sequencing analysis revealed that the immobilized fillers facilitated the autonomous enrichment of functional bacteria in each reactor, effectively promoting the dominance and stability of the microbial communities. In addition, GI-PN/D had the characteristic of low sludge yield, with an average sludge yield of 0.029 kg SS/kg COD. This study provides an effective technical for nitrogen removal from municipal wastewater through PN. © 2024

Keyword:

Gel immobilization Sludge yield Autonomous enrichment Deep nitrogen removal Partial nitrification

Author Community:

  • [ 1 ] [Hu X.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 2 ] [Yang H.]Key Laboratory of Beijing for Water Quality Science and Water Environmental Recovery Engineering, Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing, 100124, China
  • [ 3 ] [Fang X.]Beijing General Municipal Engineering Design & Research Institute Co., Ltd., Beijing, 100044, China
  • [ 4 ] [Liu X.]Hebei GEO University, Shijiazhuang, 050031, China
  • [ 5 ] [Wang J.]Hebei Key Laboratory of Water Quality Engineering and Comprehensive Utilization of Water Resources, Hebei University of Architecture, Zhangjiakou, 075000, China
  • [ 6 ] [Wang X.]School of Environmental Science and Safety Engineering, Tianjin University of Technology, Tianjin, 300384, China
  • [ 7 ] [Bai Y.]Beijing Drainage Group Co. Ltd., Beijing, 100022, China
  • [ 8 ] [Su B.]Beijing Drainage Group Co. Ltd., Beijing, 100022, China

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Source :

Journal of Environmental Sciences (China)

ISSN: 1001-0742

Year: 2025

Volume: 151

Page: 529-539

6 . 9 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 9

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