增设回流提高厌氧氨氧化反应器脱氮效能

    Nitrogen removal increased in anammox reactor by effluent recirculation

    • 摘要: 采用2套上流式反应器接种厌氧氨氧化污泥,研究了高基质浓度下增设回流对厌氧氨氧化反应器脱氮性能影响。研究结果表明,增设出水回流的反应器1经过116 d的运行,进水NH4+-N和NO2--N质量浓度由初始100、130 mg/L达到602、782 mg/L时,出水质量浓度仅增加到44、60 mg/L,氮容积去除负荷最高达到7.87 kg/(m3·d)。NO2--N与NH4+-N的转化比维持在1.303,NO3--N生成量与NH4+-N转化量之比维持在0.24。无回流的反应器2经过67 d运行,进水NH4+-N和NO2--N质量浓度由最初100、130 mg/L分别增加到456和600 mg/L,相应出水质量浓度达到174和253 mg/L,氮容积去除负荷最高达到4.31 kg/(m3·d)。NO2--N与NH4+-N的转化比维持在1.298左右,NO3--N生成量与NH4+-N转化量之比维持在0.21。说明回流对进入反应器的基质具有较强稀释作用,有助于避免高基质浓度对厌氧氨氧化活性的影响,同时对厌氧氨氧化反应过程中氮素转化比不产生影响。增设出水回流后的反应器1污泥粒径主要分布在1.25~2 mm之间,而反应器2污泥粒径主要分布在0.9~1.6 mm。说明在反应器运行过程中增设回流有助于反应器内液体上升流速的增加,颗粒污泥具有良好的流态,能够更好地与底物接触,有利于微生物增长。

       

      Abstract: The anaerobic ammonia oxidation (Anammox) process, which involves the simultaneous conversion of ammonium and nitrite into nitrogen gas under an anaerobic condition, has recently been attracting attention. This is because it consumes less energy, produces less sludge, and requires fewer carbon sources for denitrification as compared to the conventional nitrification and denitrification process. However, the inhibition phenomenon was always found in an Anammox reactor when there are High concentration of NH4+-N and NO2--N feeding. A study was made of the effect of adding recirculation in an Anammox reactor to alleviate the high substrate concentration inhibition. The characteristics of nitrogen removal were investigated in two up-flow reactors by adding effluent recirculation and inoculating Anammox sludge under high substrate concentration. After 116 days running in the reactor 1 with effluent recirculation, the results showed that the effluent concentrations of NH4+-N and NO2--N only were 44 and 60 mg/L and nitrogen removal load was 7.87 kg N/(m3·d), when the influent concentrations of NH4+-N and NO2--N were up from 100 and 130 mg/L to 602 and 782 mg/L respectively. The transformation ratio of NO2--N removal,NO3--N production and NH4+-N removal were 1.303/0.24/1. On the other hand, after 67 days running in reactor 2 without effluent recirculation, the effluent concentrations of NH4+-N and NO2--N were 174 mg/L and 253 mg/L, and nitrogen removal load was kept at 4.31 kg N/(m3·d), when the influent concentrations of NH4+-N and NO2--N were up from 100 and 130 mg/L to 456 and 600 mg/L respectively. The transformation ratio of NO2--N removal,NO3--N production and NH4+-N removal were 1.303/0.21/1. It indicates that effluent recirculation had a high dilution function and was helpful in avoiding the inhibition effect of a high substrate concentration on the activity of Anammox. It had no effect on effluent recirculation on NH4+-N and NO2--N transformation in Anammox process. The granular size of sludge was mainly 1.25-2 mm in reactor 1, while in reactor 2, the granular size was 0.9-1.6 mm, showing that, effluent circulation increased the liquid up-flow velocity and improved the production of Anammox sludge. Therefore, effluent recirculation was beneficial to enhancing the nitrogen removal under high substrate concentration in a Anammox reactor.

       

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