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Author:

Wang, Bin (Wang, Bin.) | Li, Dong (Li, Dong.) (Scholars:李冬) | Wu, Di (Wu, Di.) | Liang, Yuhai (Liang, Yuhai.) | Zhang, Cuidan (Zhang, Cuidan.) | Gao, Weinan (Gao, Weinan.) | Zeng, Huiping (Zeng, Huiping.) | Zhang, Jie (Zhang, Jie.) (Scholars:张杰)

Indexed by:

Scopus SCIE

Abstract:

Partial nitrification granular sludge (PNGS) treating domestic sewage was successfully cultivated in a sequencing batch reactor through shortening settling time gradually based on total suspended solids in the effluent. The granulation process contained the washout of a part of flocculent sludge, the gathering of the remaining flocculent sludge, and the growth of granules. Depending on the measurement of extracellular polymer substance (EPS), including polysaccharide (PS) and protein during different periods, it was concluded that EPS was the key factor for PNGS formation and PS was the main component of EPS in the PNGS biomass. PS was mainly from the secretion of heterotrophic bacteria during endogenous respiration period. The treatment ability of PNGS was improved effectively by high ammonia concentration in a short time (18d), and then, PNGS achieved an efficient and stable partial nitrification for domestic sewage at 20 degrees C. The ammonia removal rate reached 0.7kgNm(-3)d(-1), and the nitrite accumulation rate was maintained above 95%. The granule structure improved the partial nitrification process, mainly due to the low DO concentration in the inner layer of the granules surface and the large amount of aeration in the bulk liquid.

Keyword:

EPS Granular sludge Dissolved oxygen Partial nitrification Domestic sewage

Author Community:

  • [ 1 ] [Wang, Bin]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 2 ] [Li, Dong]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 3 ] [Wu, Di]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 4 ] [Liang, Yuhai]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 5 ] [Zhang, Cuidan]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 6 ] [Gao, Weinan]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 7 ] [Zeng, Huiping]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 8 ] [Zhang, Jie]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China
  • [ 9 ] [Wang, Bin]Beijing Gen Municipal Engn Design & Res Inst Co L, Beijing 100082, Peoples R China
  • [ 10 ] [Wu, Di]Qingdao Spring Water Treatment Co Ltd, Qingdao 266555, Peoples R China

Reprint Author's Address:

  • 李冬

    [Li, Dong]Beijing Univ Technol, Key Lab Beijing Water Qual Sci & Water Environm R, Beijing 100124, Peoples R China

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Source :

DESALINATION AND WATER TREATMENT

ISSN: 1944-3994

Year: 2016

Issue: 8

Volume: 57

Page: 3430-3439

1 . 1 0 0

JCR@2022

ESI Discipline: ENGINEERING;

ESI HC Threshold:166

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count: 4

SCOPUS Cited Count: 5

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 8

Online/Total:478/10580045
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