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作者:

Liang, Dongbo (Liang, Dongbo.) | Bian, Wei (Bian, Wei.) | Wang, Wenxiao (Wang, Wenxiao.) | Zhao, Qing (Zhao, Qing.) | Sun, Yiqi (Sun, Yiqi.) | Wu, Yaodong (Wu, Yaodong.) | Li, Jun (Li, Jun.)

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Scopus SCIE

摘要:

The application of nitritation in domestic wastewater treatment is very meaningful. In this study, nitritation for low-strength wastewater in a moving bed biofilm reactor was achieved at different temperatures (25 degrees C, 20 degrees C, 15 degrees C and 10 degrees C) under high dissolved oxygen. Partial nitritation was achieved with aerobic flow-separated ball filling cubic sponges through sequencing batch feed mode even at temperature of 10 degrees C. Results indicated that the negative effects of the decrease in temperature on nitritation can be compensated by positive operation conditions, such as reducing hydraulic residence time to improve effluent concentration of ammonia. The contribution of aerobic flow-separated ball to nitritation recovery is due to the enhanced internal oxygen inhibition on nitrite oxidizing bacteria (NOB) without negatively affecting reaction efficiency. Improving effluent concentration of ammonia under continuous mode is also beneficial for internal oxygen repression on NOB meanwhile free ammonia inhibition on NOB is strengthened. Hysteretic growth of NOB compared to ammonia-oxidizing bacteria (AOB) in each cycle should be the main reason for the superiority of sequencing batch feed mode to recover nitritation. The finding that nitritation fails more slowly at lower temperature is good for maintaining stable nitritation at low temperature because we can find the nitrification deterioration in time.

关键词:

Biofilm Different temperatures High dissolved oxygen Low-strength wastewater Nitritation

作者机构:

  • [ 1 ] [Liang, Dongbo]Beijing Univ Technol, Coll Architecture & Civil Engn, Natl Engn Lab Urban Sewage Adv Treatment & Resour, Beijing 100124, Peoples R China
  • [ 2 ] [Bian, Wei]Beijing Univ Technol, Coll Architecture & Civil Engn, Natl Engn Lab Urban Sewage Adv Treatment & Resour, Beijing 100124, Peoples R China
  • [ 3 ] [Zhao, Qing]Beijing Univ Technol, Coll Architecture & Civil Engn, Natl Engn Lab Urban Sewage Adv Treatment & Resour, Beijing 100124, Peoples R China
  • [ 4 ] [Sun, Yiqi]Beijing Univ Technol, Coll Architecture & Civil Engn, Natl Engn Lab Urban Sewage Adv Treatment & Resour, Beijing 100124, Peoples R China
  • [ 5 ] [Wu, Yaodong]Beijing Univ Technol, Coll Architecture & Civil Engn, Natl Engn Lab Urban Sewage Adv Treatment & Resour, Beijing 100124, Peoples R China
  • [ 6 ] [Li, Jun]Beijing Univ Technol, Coll Architecture & Civil Engn, Natl Engn Lab Urban Sewage Adv Treatment & Resour, Beijing 100124, Peoples R China
  • [ 7 ] [Wang, Wenxiao]Beijing Enterprises Water Grp Ltd, Beijing 100024, Peoples R China

通讯作者信息:

  • [Li, Jun]Beijing Univ Technol, Coll Architecture & Civil Engn, Natl Engn Lab Urban Sewage Adv Treatment & Resour, Beijing 100124, Peoples R China

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来源 :

DESALINATION AND WATER TREATMENT

ISSN: 1944-3994

年份: 2019

卷: 140

页码: 155-162

1 . 1 0 0

JCR@2022

ESI学科: ENGINEERING;

ESI高被引阀值:52

JCR分区:4

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WoS核心集被引频次: 0

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ESI高被引论文在榜: 0 展开所有

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