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QUANTIFICATION OF DENITRIFICATION POTENTIAL IN CARBONACEOUS TRICKLING FILTERS

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Abstract:

Biofilm samples from a carbonaceous trickling filter were evaluated in bench scale reactors to determine their maximum potential denitrification rates. The samples were collected as intact, undisturbed biofilms by inserting clean microscope slides into the trickling filter at various locations, leaving them in place for 28 days, and then removing them and bringing them back to the laboratory. In the laboratory, they were placed into 0.6 L bench-scale reactors filled with sterilized, primary clarifier effluent that had been spiked with nitrate to a final concentration of 16-18 mg/L as N. Dissolved oxygen (D.O.) concentrations were maintained between 2 and 4 mg/L in the bulk aqueous phase to simulate conditions within the full-scale system. Nitrate loss from the reactors was monitored over a five hour period. Denitrification rates of 3.09 to 5.55 g- N/m2·d were observed with no initial lag period. This suggests that the capacity for denitrification is inherent in the biofilm and that denitrification can take place in the deeper layers of the biofilm even when oxygen is present at significant concentrations in the bulk aqueous phase. There were no significant differences in denitrification rates per unit area of media (g-N/m2·d) either between (a) experimental runs or (b) sampling locations over the TF. This suggests that denitrification potentials are uniform over the entire volume of the full-scale TF. For wastewater treatment plants with TFs that currently nitrify downstream, recycle flows may be used to remove nitrate in their existing upstream TFs. This approach may be used to meet less stringent permitted discharge concentrations and may allow some facilities to postpone or eliminate construction of additional unit processes for denitrification.

Document Type: Research Article

DOI: https://doi.org/10.2175/193864702784247404

Publication date: 2002-01-01

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  • Proceedings of the Water Environment Federation is an archive of papers published in the proceedings of the annual Water Environment Federation® Technical Exhibition and Conference (WEFTEC® ) and specialty conferences held since the year 2000. These proceedings are not peer reviewed.

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