Nitrification of high-strength ammonium wastewater by a fluidized-bed reactor

2004 ◽  
Vol 49 (5-6) ◽  
pp. 65-71 ◽  
Author(s):  
A.E.F. Botrous ◽  
M.F. Dahab ◽  
P. Mihaltz

A laboratory-scale fluidized-bed reactor with an external aeration loop was used for nitrification of high-strength ammonium wastewater (up to 500 mg NH4-N/L). The results demonstrated that the system is capable of handling ammonium removal rates of up to 2.5 kg NH4-N/m3·d, while removal efficiencies were as high as 98% and independent of the applied ammonium loading rates. Ammonium loading rates higher than 2.5 kg NH4-N/m3·d resulted in decreased ammonium removal efficiency. The data show that near complete ammonium removal occurred at DO concentrations as low as 0.3-0.5 mg/L. However, the nitrite-nitrogen fraction in the effluent increased from 3.5% to 23.2% when the DO dropped from 1.0 mg/L to approximately 0.4 mg/L, respectively. The high specific removal rates in this system are one order of magnitude higher than that of suspended-growth systems. This can reduce the supplementary reactor volumes required for nitrification to less than 10% of that needed in conventional activated sludge systems. These results clearly indicate the potential economic gains that could be achieved through implementation of this technology.

2013 ◽  
Vol 52 (32) ◽  
pp. 11224-11224
Author(s):  
Rodrigo J. G. Lopes ◽  
M. L. N. Perdigoto ◽  
Rosa M. Quinta-Ferreira

1994 ◽  
Vol 29 (10-11) ◽  
pp. 509-515 ◽  
Author(s):  
M. Green ◽  
M. Shnitzer ◽  
S. Tarre ◽  
B. Bogdan ◽  
G. Shelef ◽  
...  

Groundwater denitrification was carried out in a laboratory scale fluidized bed reactor using sand particles as the biomass carrier. This paper is concentrated on the fluidized bed reactor operation at very high nitrate loading rates (between 30 to 100 kg.NO3/m3 reactor/day) with corresponding short retention times (5 to 1.5 minutes). The effects of nitrate loading rate on nitrate and nitrite removal, as well as on reactor biomass profiles and biofilm characteristics, are presented in this article. The results of the present study indicate that this type of reactor can operate efficiently at retention times shorter than 3 minutes and at nitrate loading rates higher than 70 kg.NO3/m3/day. However, this system requires careful control of the biofilm thickness to achieve a reliable reactor operation.


2021 ◽  
Author(s):  
Li Wan

Simultaneous removal of COD and ammonia from high-strength wastewater in a three-phase fluidized bed reactor


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