Nitrogen Removal from Digested Black Water by One-Stage Partial Nitritation and Anammox

被引:151
作者
Vlaeminck, Siegfried E. [1 ]
Terada, Akihiko [2 ]
Smets, Barth F. [2 ]
Van der Linden, Davy [1 ]
Boon, Nico [1 ]
Verstraete, Willy [1 ]
Carballa, Marta [1 ,3 ]
机构
[1] Univ Ghent, Lab Microbial Ecol & Technol LabMET, B-9000 Ghent, Belgium
[2] Tech Univ Denmark, Dept Environm Engn, DK-2800 Lyngby, Denmark
[3] Univ Santiago de Compostela, Sch Engn, Dept Chem Engn, Santiago De Compostela 15782, Spain
关键词
ROTATING BIOLOGICAL CONTACTOR; MICROBIAL COMMUNITY STRUCTURE; ANAEROBIC AMMONIUM OXIDATION; SEQUENCING BATCH REACTOR; RIBOSOMAL-RNA; NITRIFYING BACTERIA; BIOFILMS; OXYGEN; NITRIFICATION; ECOLOGY;
D O I
10.1021/es803284y
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study assessed the technical feasibility to treat digested black water from vacuum toilets (> 1000 mg NH4+-N L-1) in a lab-scale oxygen-limited autotrophic nitrification/denitrification (OLAND) rotating biological contactor. After an adaptation period of 2.5 months, a stable. nitrogen removal rate of ca. 700 mg N L-1 d(-1) was reached over the subsequent 5 months. Suppression of the nitrite oxidizing bacteria at free ammonia levels above 3 mg N L-1 resulted in a nitrogen removal efficiency of 76%. The favorable ratios of both organic and inorganic carbon to nitrogen guaranteed endured anammox activity and sufficient buffering capacity, respectively. Quantitative FISH showed that aerobic and anoxic ammonium-oxidizing bacteria (AerAOB and AnAOB) made up 43 and 8% of the biofilm, respectively. Since a part of the AerAOB was probably present in anoxic biofilm zones, their specific ammonium conversion was very low, in contrast to the high specific AnAOB activity. DGGE analysis showed that the dominant AerAOB and AnAOB species were resistant to the transition from synthetic medium to digested black water. This study demonstrates high-rate nitrogen removal from digested black water by one-stage partial nitritation and anammox, which will allow a significant decrease in operational costs compared to conventional nitrification/denitrification.
引用
收藏
页码:5035 / 5041
页数:7
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