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Author:

Gao, Chundi (Gao, Chundi.) | Sun, Diyao (Sun, Diyao.) | Yang, Fan (Yang, Fan.) | Tian, Zinan (Tian, Zinan.) | Liu, Weilin (Liu, Weilin.) | Peng, Yongzhen (Peng, Yongzhen.)

Indexed by:

Scopus SCIE

Abstract:

The present study aims to investigate the impacts of a typical recalcitrant organic compound, namely oleic acid, on the floc characteristics of activated sludge, including extracellular polymeric substances (EPS) and polyhydroxyalkanoates (PHA) under different operation modes of a sequencing batch reactor (SBR). In addition, the morphological structure, sludge settling performance, and microbial community structure were further compared with those under a treatment system based on glucose as a substrate. The results showed comparatively lower EPS concentrations under the oleic acid-based SBR system than those observed under the glucosebased treatment system, particularly the polysaccharides (PS) contents of EPS. Furthermore, the oleic acid compound resulted in comparatively reduced PHA concentrations. The oleic acid-based SBR system revealed a better settling performance than that of the glucose control group, showing maximum sludge volume index (SVI) values of 170 and 633 mL/g, respectively. Indeed, the oleic acid-based SBR system inhibited the formation of filamentous sludge bulking. The obtained high-throughput sequencing results demonstrated the reduction effect of the recalcitrant oleic acid organic compound on the sludge microbial abundance and diversity. However, the relative abundance showed Mycobacterium a temporal increase over the experiment, reaching up to 16.66 % and, consequently, becoming the dominant microbial species. These findings provide a theoretical basis for the addition of recalcitrant biodegradable organic compounds to influents of actual wastewater treatment plants, outlining the impact of oleic acid on sludge floc characteristics.

Keyword:

Sludge floc characteristics Activated sludge Recalcitrant organic compounds Microbial community structure Oleic acid

Author Community:

  • [ 1 ] [Gao, Chundi]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 2 ] [Sun, Diyao]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 3 ] [Yang, Fan]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 4 ] [Tian, Zinan]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 5 ] [Liu, Weilin]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
  • [ 6 ] [Peng, Yongzhen]Beijing Univ Technol, Engn Res Ctr Beijing, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China

Reprint Author's Address:

  • [Gao, Chundi]Beijing Univ Technol, 100 Pingleyuan, Beijing, Peoples R China;;

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Source :

JOURNAL OF WATER PROCESS ENGINEERING

ISSN: 2214-7144

Year: 2024

Volume: 61

7 . 0 0 0

JCR@2022

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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