nitrogen removal
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2022 ◽  
Vol 303 ◽  
pp. 114162
Author(s):  
Carla Limberger Lopes ◽  
Tatiane Martins de Assis ◽  
Fernando Hermes Passig ◽  
Adriana Neres de Lima Model ◽  
Juliana Bortoli Rodrigues Mees ◽  
...  

2022 ◽  
Vol 45 ◽  
pp. 102529
Author(s):  
Fernanda Cunha Maia ◽  
Rodrigo de Freitas Bueno ◽  
Fábio Campos ◽  
Roque Passos Piveli

2022 ◽  
Vol 10 (1) ◽  
pp. 106931
Author(s):  
Yu-Cheng Liu ◽  
Yu-Chen Hu ◽  
I.-Ming Chu ◽  
Yu-Hong Wei ◽  
Shen-Long Tsai

Author(s):  
Shan Zhao ◽  
Shi‐Jin Feng ◽  
Cong‐Cong Wu ◽  
Jian Zhang ◽  
Kang‐Ping Chen

PLoS ONE ◽  
2022 ◽  
Vol 17 (1) ◽  
pp. e0261306
Author(s):  
Yan Shu ◽  
Donghui Liang

The effect of tetracycline (TC) on nitrogen removal in wastewater treatment plants has become a new problem. This study investigated the effects of TC on nitrogen removal using a Moving Bed Biofilm Reactor system. The results showed that there was no significant effect on nitrogen removal performance when the concentration of TC was 5 mg/L, and that the total nitrogen (TN) removal efficiency could reach 75–77%. However, when the concentration of TC increased to 10 mg/L, the denitrification performance was affected and the TN removal efficiency decreased to 58%. The abundance of denitrifying bacteria such as those in the genus Thauera decreased, and TC-resistant bacteria gradually became dominant. At a TC concentration of 10 mg/L, there were also increases and decreases, respectively, in the abundance of resistance and denitrification functional genes. The inhibitory effect of TC on denitrification was achieved mainly by the inhibition of nitrite-reducing bacteria.


Processes ◽  
2022 ◽  
Vol 10 (1) ◽  
pp. 109
Author(s):  
Yu Huang ◽  
Yongzhen Peng ◽  
Donghui Huang ◽  
Jiarui Fan ◽  
Rui Du

A partial-denitrification coupling with anaerobic ammonium oxidation (anammox) process (PD/A) in a continuous-flow anoxic/oxic (A/O) biofilm reactor was developed to treat carbon-limited domestic wastewater (ammonia (NH4+-N) of 55 mg/L and chemical oxygen demand (COD) of 148 mg/L in average) for about 200 days operation. Satisfactory NH4+-N oxidation efficiency above 95% was achieved with rapid biofilm formation in the aerobic zone. Notably, nitrite (NO2−-N) accumulation was observed in the anoxic zone, mainly due to the insufficient electron donor for complete nitrate (NO3−-N) reduction. The nitrate-to-nitrite transformation ratio (NTR) achieved was as high as 64.4%. After the inoculation of anammox-enriched sludge to anoxic zones, total nitrogen (TN) removal was significantly improved from 37.3% to 78.0%. Anammox bacteria were effectively retained in anoxic biofilm utilizing NO2−-N produced via the PD approach and NH4+-N in domestic wastewater, with the relative abundance of 5.83% for stable operation. Anammox pathway contributed to TN removal by a high level of 38%. Overall, this study provided a promising method for mainstream nitrogen removal with low energy consumption and organic carbon demand.


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