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Author:

Wang, Cong (Wang, Cong.) | Liu, Li-Fang (Liu, Li-Fang.) | Zhang, Shu-Jun (Zhang, Shu-Jun.) | Qu, Zhi-Ming (Qu, Zhi-Ming.) | Qi, Wei-Kang (Qi, Wei-Kang.) | Peng, Yong-Zhen (Peng, Yong-Zhen.) (Scholars:彭永臻)

Indexed by:

EI Scopus SCIE

Abstract:

Anammox is a green, economical and efficient nitrogen removal process. Most successful anammox studies are based on biofilm- or granule-based systems, but pure floc sludge partial nitrification (PN) and anammox (A) systems that are not inoculated with anaerobic ammonia oxidizing bacteria (AnAOB) are rarely reported. If the anammox process occurs in floc-based systems, the large specific surface areas provide more efficient nitrogen removal, and are much more economical in terms of construction and investment. This study investigated the establishment, performance and sludge characteristics of a one-stage PN/A system with pure floc sludge and exhibited a short sludge retention time (SRT) and low mixed liquor suspended solids (SS) content. The experiment was run for approximately 1260 days and divided into five stages based on the SRTs and influent ammonia concentrations treating synthetic wastewater with no organic matter. The results showed that the AnAOB were successfully cultivated and enriched with ordinary nitrification and denitrification sludge, which formed a pure floc-based anammox system with a short SRT (at least 14 days) and a low SS control. The maximum nitrogen removal efficiency and sludge removal loading rate reached 87.1 % and 3.16 kg N/(kg VSS & BULL;d) with ammonia loading rates = 0.55 and 0.56 kg-N/(m3 & BULL;d), dissolved oxygen = 0.2 and 0 mg/L, temperature = 30 and 28 & DEG;C, mixed liquor volatile suspended solid (VSS) = 800 and 130 mg/L, free ammonia (FA)/VSS = 3.5 and 47.5 mg NH3-N/g VSS and SRT = 30 and 15 days, respectively. Moreover, the FA/VSS ratio was used to determine the operating performance of the PN/A system, and the thresholds for

Keyword:

Partial nitrification Nitrogen removal Anammox Pure floc sludge Free ammonia Sludge growth curve

Author Community:

  • [ 1 ] [Wang, Cong]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Laboratoryfor Adv Municipal Wastewater T, Beijing 100124, Peoples R China
  • [ 2 ] [Liu, Li-Fang]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Laboratoryfor Adv Municipal Wastewater T, Beijing 100124, Peoples R China
  • [ 3 ] [Zhang, Shu-Jun]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Laboratoryfor Adv Municipal Wastewater T, Beijing 100124, Peoples R China
  • [ 4 ] [Qi, Wei-Kang]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Laboratoryfor Adv Municipal Wastewater T, Beijing 100124, Peoples R China
  • [ 5 ] [Peng, Yong-Zhen]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Laboratoryfor Adv Municipal Wastewater T, Beijing 100124, Peoples R China
  • [ 6 ] [Zhang, Shu-Jun]Beijing Drainage Grp Co Ltd, Beijing 100044, Peoples R China
  • [ 7 ] [Qu, Zhi-Ming]Beijing Drainage Grp Co Ltd, Beijing 100044, Peoples R China

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Source :

SCIENCE OF THE TOTAL ENVIRONMENT

ISSN: 0048-9697

Year: 2023

Volume: 892

9 . 8 0 0

JCR@2022

ESI Discipline: ENVIRONMENT/ECOLOGY;

ESI HC Threshold:17

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 4

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 0

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