Estimating Minimum Fixed Biomass Concentration and Active Thickness of Nitrifying Biofilm
Publication: Journal of Environmental Engineering
Volume 123, Issue 2
Abstract
The objective of this study was to develop an approach to estimate the minimum fixed biomass concentration (Mmin) and corresponding active thickness of a nitrifying biofilm. By analyzing the effect of the accumulation of fixed biomass on the specific removal rate of ammonium-N (qobs), it was found that qobs attained its maximum at a fixed biomass concentration of around 35 μg COD of biomass/cm2. This concentration was not sensitive to variation in the influent ammonium-N concentration (So), ranging from 16–82.5 mg/L. This suggests that a minimum fixed biomass concentration (Mmin) is needed to maximize the specific ammonium-N removal on a unit biomass basis. The active thickness (Tha)min corresponding to Mmin was calculated. Results showed that (Tha)min was very thin, and decreased from 21.9 to 8.1 μm, with the increase of the volumetric density of biofilm. Comparison between (Tha)min and the active thickness determined from reaction-diffusion theory was made. This study showed that there exists a minimum fixed biomass concentration and active thickness, above which little improvement in effluent quality was produced by further increase of fixed biomass concentration for a constant influent. Consequently, the concept of the minimum fixed biomass concentration can be therefore embodied in modeling of the biofilm process.
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Information & Authors
Information
Published In
Journal of Environmental Engineering
Volume 123 • Issue 2 • February 1997
Pages: 198 - 202
Copyright
Copyright © 1997 American Society of Civil Engineers.
History
Published online: Feb 1, 1997
Published in print: Feb 1997
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