Operational Boundaries for Nitrite Accumulation in Nitrification Based on Minimum/Maximum Substrate Concentrations That Include Effects of Oxygen Limitation, pH, and Free Ammonia and Free Nitrous Acid Inhibition

2010 ◽  
Vol 44 (1) ◽  
pp. 335-342 ◽  
Author(s):  
Seongjun Park ◽  
Wookeun Bae ◽  
Bruce E. Rittmann
2013 ◽  
Vol 68 (9) ◽  
pp. 2035-2041 ◽  
Author(s):  
H. W. Sun ◽  
Y. Bai ◽  
Y. Z. Peng ◽  
H. G. Xie ◽  
X. N. Shi

In this study, a biological system consisting of an up-flow anaerobic sludge blanket (UASB) and anoxic–oxic (A/O) reactor was established for the advanced treatment of high ammonium urban landfill leachate. The inhibitory effect of free ammonia (FA) and free nitrous acid (FNA) on the nitrifying bacterial activity was used to achieve stable nitritation in the A/O reactor. The results demonstrated that the biological system achieved chemical oxygen demand (COD), total nitrogen (TN) and NH4+-N removal efficiencies of 95.3, 84.6 and 99.2%, respectively at a low carbon-to-nitrogen ratio of 3:1. Simultaneous denitritation and methanogenesis in the UASB could improve the removal of COD and TN. Nitritation with above 90% nitrite accumulation was successfully achieved in the A/O reactor by synergetic inhibition of FA and FNA on the activity of nitrite oxidizing bacteria (NOB). Fluorescence in situ hybridization (FISH) analysis showed that ammonia oxidizing bacteria (AOB) was dominant and was considered to be responsible for the satisfactory nitritation performance.


2012 ◽  
Vol 116 ◽  
pp. 340-347 ◽  
Author(s):  
Yan Zhou ◽  
Lily Ganda ◽  
Melvin Lim ◽  
Zhiguo Yuan ◽  
Wun Jern Ng

2016 ◽  
Vol 6 (1) ◽  
Author(s):  
Dongbo Wang ◽  
Qilin Wang ◽  
Andrew Laloo ◽  
Yifeng Xu ◽  
Philip L. Bond ◽  
...  

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