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环境科学  2010 

Bioaugmentation for Shortcut Nitrification in SBR Treating for Sewage Containing Sea Water by Nitrification-Aerobic Denitrification Bacteria
异养硝化/好氧反硝化菌生物强化含海水污水的SBR短程硝化系统初探

Keywords: heterotrophic nitrification,aerobic denitrification,shortcut nitrification,SBR,bioaugmentation,sewage containing seawater
异养硝化
,好氧反硝化,短程硝化,SBR,生物强化,含海水污水

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Abstract:

The feasibility of heterotrophic nitrification-aerobic denitrification bacteria applied in shortcut nitrification system was studied. Four heterotrophic nitrification-aerobic denitrification strains mixed with halotolerant activated sludge was added into SBR in order to test their bioaugmentation ability for shortcut nitrification system, which was treating for sewage containing sea water, and the difference between bioaugmentation system and original system was compared. The results showed that the maximum accumulation of NO-2-N in bioaugmentation system was 34.92% lower than that in original system, and the time of maximum accumulation of NO-2-N was 2 hours earlier than that in original system. The TN and COD was continuously decreasing in the later phase of nitrification in bioaugmentation system, and finally the removal rate of TN and COD were 15.24% and 5.39% higher than that in original system respectively, as well as the removal rate of NH+4-N and the nitrosation rate were 6.85% and 14.47% higher than that in original system. And the pH was 0.46 higher than that in original system, whereas the ORP was 25.84 mV lower. It was considered that the function of heterotrophic nitrification-aerobic denitrification bacteria should strengthen the performance of bioaugmentation system. When the seawater content raised to 70%, the stability of bioaugmentation system was better than that in original system, and the current that transforming shortcut nitrification to complete nitrification was restrained by heterotrophic nitrification-aerobic denitrification bacteria effectively. The number of heterotrophic nitrification-aerobic denitrification bacteria was changed when bioaugmentation system and original system ran in different phase and the bacteria had a great loss with the discharge of activated sludge. These results may provide a theoretical reference about the feasibility that the heterotrophic nitrification-aerobic denitrification bacteria applied in shortcut nitrification system.

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