Mechanism of nitrogen removal by a hybrid membrane bioreactor in municipal wastewater treatment

2014 ◽  
Vol 52 (25-27) ◽  
pp. 5165-5171 ◽  
Author(s):  
Qiang Liu ◽  
Xiaochang C. Wang
Desalination ◽  
2010 ◽  
Vol 258 (1-3) ◽  
pp. 143-147 ◽  
Author(s):  
Qiang Liu ◽  
Xiaochang C. Wang ◽  
Yongjun Liu ◽  
Honglin Yuan ◽  
Yujiao Du

2011 ◽  
Vol 64 (8) ◽  
pp. 1730-1735 ◽  
Author(s):  
G. Guglielmi ◽  
G. Andreottola

A large pilot-scale membrane bioreactor (MBR) with a conventional denitrification/nitrification scheme for municipal wastewater treatment has been run for one year under two different aeration strategies in the oxidation/nitrification compartment. During the first five months air supply was provided according to the dissolved-oxygen set-point and the system run as a conventional pre-denitrification MBR; then, an intermittent aeration strategy based on effluent ammonia nitrogen was adopted in the aerobic compartment in order to assess the impact on process performances in terms of N and P removal, energy consumption and sludge reduction. The experimental inferences show a significant improvement of the effluent quality as COD and total nitrogen, both due to a better utilization of the denitrification potential which is a function of the available electron donor (biodegradable COD) and electron acceptor (nitric nitrogen); particularly, nitrogen removal increased from 67% to 75%. At the same time, a more effective biological phosphorus removal was observed as a consequence of better selection of denitrifying phosphorus accumulating organisms (dPAO). The longer duration of anoxic phases also reflected in a lower excess sludge production (12% decrease) compared with the standard pre-denitrification operation and in a decrease of energy consumption for oxygen supply (about 50%).


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