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author:

Chen, Xueming (Chen, Xueming.) [1] | Liu, Jinzhong (Liu, Jinzhong.) [2] | Huo, Pengfei (Huo, Pengfei.) [3] | Li, Fuyi (Li, Fuyi.) [4] | Yang, Linyan (Yang, Linyan.) [5] | Wei, Wei (Wei, Wei.) [6] | Ni, Bing-Jie (Ni, Bing-Jie.) [7]

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EI

Abstract:

This work studied the impacts of key granule properties on the granular reactor performing partial nitritation/anammox from the modeling perspective. The results could guide not only future reliable modeling but also practical startup/operation of the reactor. To achieve high total nitrogen (TN) removal whilst avoiding significant N2O production, inoculated granules should be big and anammox-enriched. The optimum boundary layer thickness for maximum TN removal increased with the decreasing diffusivity of soluble components in the granule structure. Even though a thick boundary layer could protect anammox bacteria from elevated dissolved oxygen (DO) (e.g., 0.5 g-O2/m3) and obtain high TN removal (>90.0%) and low N2O production (2O production to 2/m3 in the presence of lifted influent NH4+ concentration). © 2022 Elsevier Ltd

Keyword:

Boundary layer flow Boundary layers Dissolved oxygen Granulation Nitrogen oxides Nitrogen removal Substrates Wastewater treatment

Community:

  • [ 1 ] [Chen, Xueming]College of Environment and Safety Engineering, Fuzhou University, Fujian; 350116, China
  • [ 2 ] [Liu, Jinzhong]College of Environment and Safety Engineering, Fuzhou University, Fujian; 350116, China
  • [ 3 ] [Huo, Pengfei]College of Environment and Safety Engineering, Fuzhou University, Fujian; 350116, China
  • [ 4 ] [Li, Fuyi]College of Environment and Safety Engineering, Fuzhou University, Fujian; 350116, China
  • [ 5 ] [Yang, Linyan]School of Resources and Environmental Engineering, East China University of Science and Technology, Shanghai; 200237, China
  • [ 6 ] [Wei, Wei]Centre for Technology in Water and Wastewater, School of Civil and Environmental Engineering, University of Technology Sydney, Sydney; NSW; 2007, Australia
  • [ 7 ] [Ni, Bing-Jie]Centre for Technology in Water and Wastewater, School of Civil and Environmental Engineering, University of Technology Sydney, Sydney; NSW; 2007, Australia

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Source :

Bioresource Technology

ISSN: 0960-8524

Year: 2022

Volume: 356

1 1 . 4

JCR@2022

9 . 7 0 0

JCR@2023

ESI HC Threshold:60

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 8

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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