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W. Shieh, J. Keenan (1986)
Fluidized bed biofilm reactor for wastewater treatmentAdvances in Biochemical Engineering \/ Biotechnology, 33
B. P. Gayle, G. D. Boardman, J. H. Sherrard, R. E. Benoit (1989)
Biological denitrification of water, 115
M. Green, S. Tarre, M. Schnizer, B. Bogdan, R. Armon, G. Shelef (1994)
Groundwater denitrification using an upflow sludge blanket reactorWater Research, 28
S. Hermanowicz, Yaofeng Cheng (1990)
Biological fluidized bed reactor: hydrodynamics, biomass distribution and performance.Water Science and Technology, 22
R. Greenberg (1970)
Statistics and Experimental DesignThe Yale Journal of Biology and Medicine, 43
A. Greenberg, R. Trussell, L. Clesceri (1988)
Standard methods for the examination of water and wastewater : supplement to the sixteenth edition
R. Boaventura, A. Rodrigues (1988)
Consecutive reactions in fluidized-bed biological reactors: Modeling and experimental study of wastewater denitrificationChemical Engineering Science, 43
Groundwater denitrification was carried out in a fluidized bed reactor. This type of reactor is suited well to conditions of low substrate concentrations and high flow rates which are typical in groundwater denitrification processes. The reactor is characterized by the efficient contact between biomass and substrate, a high biomass concentration, and the absence of clogging or channeling. These characteristics provide for high treatment capacities (10.8 g/(L·d) NO3−N) and short retention times (less than 3 minutes) resulting in small reactor volume. Start‐up procedure, biomass and nitrate profiles, and biofilm characteristics are presented in this article.
Acta hydrochimica et hydrobiologica – Wiley
Published: Jan 1, 1995
Keywords: ; ;
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