Pilot scale studies on nitritation-anammox process for mainstream wastewater at low temperature

Author:

Trojanowicz Karol1,Plaza Elzbieta1,Trela Jozef12

Affiliation:

1. Department of Sustainable Development, Environmental Science and Engineering, Royal Institute of Technology (KTH), Teknikringen 76, 100-44, Stockholm, Sweden

2. IVL Swedish Environmental Institute, Valhallavägen 81, 114 28 Stockholm, Sweden

Abstract

Process of partial nitritation-anammox for mainstream wastewater at low temperature was run in a pilot scale moving bed biofilm reactor (MBBR) system for about 300 days. The biofilm history in the reactor was about 3 years of growth at low temperature (down to 10 °C). The goal of the studies presented in this paper was to achieve effective partial nitritation-anammox process. Influence of nitrogen loading rate, hydraulic retention time, aeration strategy (continuous versus intermittent) and sludge recirculation (integrated fixed-film activated sludge (IFAS) mode) on deammonification process' efficiency and microbial activity in the examined system was tested. It was found that the sole intermittent aeration strategy is not a sufficient method for successful suppression of nitrite oxidizing bacteria in MBBR. The best performance of the process was achieved in IFAS mode. The highest recorded capacity of ammonia oxidizing bacteria and anammox bacteria in biofilm was 1.4 gN/m2d and 0.5 gN/m2d, respectively, reaching 51% in nitrogen removal efficiency.

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

Reference17 articles.

1. Competition over nitrite in single sludge mainstream deammonification process;Al-Omari,2013

2. Inhibition of nitrification by ammonia and nitrous acid;Anthonisen;Research Journal of the Water Pollution Control Federation,1976

3. Evaluation of activity and inhibition effects on Anammox process by batch tests based on the nitrogen gas production;Dapena-Mora;Enzyme and Microbial Technology,2007

4. Evaluation of deammonification process by response surface models;Fernández;Water, Air, & Soil Pollution,2010

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