共 50 条
Partial anammox achieved in full scale biofilm process for typical domestic wastewater treatment
被引:35
|作者:
Hou, Feng
[1
,2
]
Zhang, Ting
[1
,2
]
Peng, Yongzhen
[2
,3
]
Cao, Xiaoxin
[1
,2
]
Pang, Hongtao
[1
,2
]
Shao, Yanqing
[1
,2
]
Lu, Xianchun
[1
,2
]
Yuan, Ju
[1
]
Chen, Xi
[4
,5
]
Zhang, Jin
[1
]
机构:
[1] China Water Environm Grp Co Ltd, Beijing 101101, Peoples R China
[2] Natl Engn Lab Adv Municipal Wastewater Treatment, Beijing 100124, Peoples R China
[3] Beijing Univ Technol, Dept Energy & Environm Engn, Beijing 100124, Peoples R China
[4] Princeton Univ, Dept Civil & Environm Engn, Princeton, NJ 08544 USA
[5] Princeton Univ, Andlinger Ctr Energy & Environm, Princeton, NJ 08544 USA
关键词:
Full scale;
Anammox;
Domestic wastewater;
Biofilm;
Candidatus Brocadia;
NITROGEN REMOVAL;
PARTIAL NITRIFICATION;
NITRITATION-ANAMMOX;
PHOSPHORUS REMOVAL;
SLUDGE;
MICROORGANISMS;
IMPROVEMENT;
BIOMASS;
GROWTH;
CARBON;
D O I:
10.1007/s11783-021-1467-6
中图分类号:
X [环境科学、安全科学];
学科分类号:
08 ;
0830 ;
摘要:
The slow initiation of anammox for treating typical domestic wastewater and the relatively high footprint of wastewater treatment infrastructures are major concerns for practical wastewater treatment systems. Herein, a 300 m(3)/d hybrid biofilm reactor (HBR) process was developed and operated with a short hydraulic retention time (HRT) of 8 h. The analysis of the bacterial community demonstrated that anammox were enriched in the anoxic zone of the HBR process. The percentage abundance of Candidatus Brocadia in the total bacterial community of the anoxic zone increased from 0 at Day 1 to 0.33% at Day 130 and then to 2.89% at Day 213. Based upon the activity of anammox bacteria, the removal of ammonia nitrogen (NH4+-N) in the anoxic zone was approximately 15%. This showed that the nitrogen transformation pathway was enhanced in the HBR system through partial anammox process in the anoxic zone. The final effluent contained 12 mg/L chemical oxygen demand (COD), 0.662 mg/L NH4+-N, 7.2 mg/L total nitrogen (TN), and 6 mg/L SS, indicating the effectiveness of the HBR process for treating real domestic wastewater.
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页数:7
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