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    Effect of ammonia load on efficiency of nitrogen removal in an SBBR with liquid-phase circulation

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    Effect of ammonia load on efficiency of nitrogen removal in an SBBR with liquid-phase circulation.pdf (357.7Kb)
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    Artigo de Periódico
    Date
    2008
    Author
    Canto, Catarina Simone Andrade do
    Ratusznei, Suzana Maria
    Rodrigues, José Alberto Domingues
    Zaiat, Marcelo
    Foresti, Eugênio
    Metadata
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    Abstract
    The removal of biological nitrogen from a synthetic wastewater with different ammonium nitrogen concentrations (50 and 100 mgN-NH4 +/L) by a nitrification and denitrification process using a sequencing batch biofilm reactor (SBBR) with liquid-phase circulation was studied. The system with a total working volume of 4.6 L (3.7 L in the reactor and 0.9 L in the reservoir) treated 2.1 L of synthetic wastewater in 12-h cycles. As inoculum two types of biomass were used: an anaerobic/anoxic one from an up-flow anaerobic sludge blanket reactor (UASB) and an aerobic one from a prolonged aeration activated sludge system. The system, maintained at 30 ± 1 °C, operated in batch mode followed by fed-batch mode and was aerated intermittently. During fed-batch operation the reactor was fed with an external carbon source as electron donor in the denitrifying step and with no aeration. When the reactor was fed with 50 mgN-NH4+/L, efficiencies of removal of ammonium nitrogen and total nitrogen from the effluent were 93.8 and 72.2%, respectively, and nitrite, nitrate and organic nitrogen concentrations were 0.07, 6.4 and 0.5 mg/L, respectively. On the other hand, when the influent ammonium nitrogen concentration was 100 mgN-NH 4+/L, residual nitrite and nitrate were 0.17 and 20.4, respectively, and no N-Org was found in the effluent. It should be mentioned that residual nitrate remained unaltered at the different C/N ratios used. Consequently, efficiency of total nitrogen removal was reduced to 66.7%, despite efficiency of ammonium nitrogen removal exceeding 90%. These results show the potential of the proposed system in removing ammonium nitrogen from liquid effluents with a moderate ammonium nitrogen concentration.
    1. Immobilized biomass
    2. Liquid-phase circulation
    3. Nitrification and denitrification
    4. Sequencing batch biofilm reactor
    5. Activated sludge process
    6. Biofilms
    7. Bioreactors
    8. Carbon
    9. Denitrification
    10. Efficiency
    11. Effluents
    12. Liquids
    13. Nitrates
    14. Nitrification
    15. Nitrogen
    16. Wastewater treatment
    17. Activated sludge systems
    18. Liquid Phase
    19. Synthetic waste water
    20. Total nitrogen removal
    21. Up-flow anaerobic sludge blanket reactors
    22. Nitrogen removal
    URI
    https://www.scopus.com/inward/record.uri?eid=2-s2.0-47549083500&doi=10.1590%2fS0104-66322008000200007&partnerID=40&md5=5a7f97fb15b5b787d30ce3d89ddc0175
    https://repositorio.maua.br/handle/MAUA/1192
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