Nitrification in a vertically moving biofilm system

M. Rodgers, M. G. Healy, J. Prendergast

Research output: Contribution to a Journal (Peer & Non Peer)Articlepeer-review

7 Citations (Scopus)

Abstract

A laboratory continuous feed biofilm reactor, comprising a bulk fluid reactor, a biofilm plastic module, a feed tank, and pneumatic devices and controls, was operated for a total period of 257 days, including seeding time, to treat domestic-strength synthetic wastewater under increasing ammonium nitrogen ( NH4+ - N) loading rates, ranging from 0.17±0.01 (0.71±0.06 g m-2 d-1) to 0.70±0.02 kg m-3 d-1 (2.9±0.1 g m-2 d-1). The biofilm plastic module was moved vertically in and out of the wastewater in continuous cycles. The maximum NH4+ - N removal rate was reached during the maximum loading phase, when a NH4+ - N loading rate of 0.70±0.02 kg m-3 d-1 (2.9±0.1 g m-2 d-1) was applied to the system. During this loading period, the average NH4+ - N removal rate was 0.30±0.10 kg m-3 d-1 (1.30±0.40 g m-2 d-1).

Original languageEnglish
Pages (from-to)242-246
Number of pages5
JournalJournal of Environmental Management
Volume79
Issue number3
DOIs
Publication statusPublished - May 2006

Keywords

  • Biological nitrogen removal
  • Vertically moving biofilm system
  • Wastewater treatment

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