Modelling Nitrification of a Lagoon Effluent in Moving-Bed Biofilm Reactors

A pilot study was performed at the Sainte-Julie wastewater treatment plant to evaluate the potential of using the Moving-Bed biofilm reactor (MBBR) process for removing BOD(5) (5-day biochemical oxygen demand) and ammonia nitrogen in a two-stage process at the exit of the first lagoon Nitrification was observed in the first reactor at rates similar to those reported in the literature for a similar biomass carrier when bulk liquid dissolved oxygen (DO) concentrations were 6 g of O(2) per m(3) Nitrification rates were significantly reduced when DO was reduced to 3 g of O(2) per m(3) DO concentrations were maintained at 6 g of O(2) per m(3) in the second reactor, and nitrification rates comparable to those reported in the literature were observed for a temperature range of 3 to 16 degrees C An empirical DO-limited model was validated for the first reactor while in the second reactor nitrification was found to be either DO limited or total-ammonia-nitrogen limited, depending on nitrification rates in the upstream reactor The DO-limited model predicts that the MBBR process is more sensitive to organic load than it is to temperature A commercially available numerical model was calibrated to the results of the pilot study Model results indicate that detachment and attachment rates play an important role in determining nitrification rates in the biofilm Similar nitrification rates in an MBBR system installed upstream and downstream from an aerated lagoon in winter conditions were predicted using the empirical DO limited model