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Updated: May 24, 2026

Continuously-stirred Anaerobic Digester to Convert Organic Wastes into Biogas: System Setup and Basic Operation
Published on: July 13, 2012
Stable performance of non-aerated two-stage partial nitritation/anammox (PANAM) with minimal process control
Samik Bagchi1, Rima Biswas, Siegfried E Vlaeminck
1Wastewater Technology Division, National Environmental Engineering Research Institute (Council of Scientific and Industrial Research), Nagpur-440020, India.
Abstract:
Partial nitritation/anammox (PANAM) technologies have rapidly developed over the last decade, but still considerable amounts of energy are required for active aeration. In this study, a non-aerated two-stage PANAM process was investigated. In the first-stage upflow fixed-film bioreactor, nitratation could not be prevented at ammonium loading rates up to 186 mg N l(-1) d(-1) and low influent dissolved oxygen (0.1 mg O(2) l(-1)). Yet, increasing the loading rate to 416 and 747 mg N l(-1) d(-1) by decreasing the hydraulic retention time to 8 and 5 h, respectively, resulted in partial nitritation with the desired nitrite to ammonium nitrogen ratio for the subsequent anammox stage (0.71-1.05). The second-stage anammox reactor was established with a synthetic feeding based on ammonium and nitrite. After establishing anammox at low biomass content (0.5 g VSS l(-1)), the anammox influent was switched to partial nitritation effluent at a loading rate of 71 mg N l(-1) d(-1), of which 78% was removed at the stoichiometrically expected nitrite to ammonium consumption ratios (1.19) and nitrate production to ammonium consumption ratio (0.24). The combined PANAM reactors were operated for 3 months at a stable performance. Overall, PANAM appeals economically, saving about 50% of the energy costs, as well as technically, given straightforward operational principles.
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