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

研究了异养硝化-好氧反硝化菌应用于短程硝化系统的可行性.采用生物强化技术将4株高效异养硝化-好氧反硝化菌投入耐盐短程硝化污泥中,考察了其对含海水污水的SBR短程硝化系统的强化效果,并比较了强化系统与原系统的差异性.结果表明,强化系统的NO2--N最大积累量比原系统降低34.92%,而且到达NO2--N最大积累量的时间比原系统提前2h.强化系统的TN和COD在硝化段中后期持续降低,硝化结束时其TN和COD去除率比原系统高出15.24%和5.39%,NH4+-N去除率和亚硝化率比原系统高出6.85%和14.47%.强化系统的pH比原系统高0.46,而ORP低25.84mV.强化系统的性能提升是由强化菌的异养硝化作用和好氧反硝化作用引起的.当受到70%海水盐度冲击时,强化系统的稳定性高于原系统,强化菌的加入有效地抑制了系统从短程硝化向全程硝化转变的趋势.在强化系统与原系统运行的各阶段,强化菌种的数量发生了变化,且随着系统排泥强化菌大量流失.本研究为异养硝化-好氧反硝化菌应用于短程脱氮系统的可行性提供了理论参考.

Bioaugmentation for Shortcut Nitrification in SBR Treating for Sewage Containing Sea Water by Nitrification-Aerobic Denitrification Bacteria

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.