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Control strategy of shortcut nitrification 被引量:3
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作者 QAISAR Mahmood 《Journal of Environmental Sciences》 SCIE EI CAS CSCD 2006年第1期58-61,共4页
Shortcut nitrification for ammonium-rich wastewater is energy-saving and cost-effective procedure that has become one of the hotspots in the field of biological denitrogenation. An orthogonal experiment was performed ... Shortcut nitrification for ammonium-rich wastewater is energy-saving and cost-effective procedure that has become one of the hotspots in the field of biological denitrogenation. An orthogonal experiment was performed to study the combined effects of operational parameters on the performance of internal-loop airlift bioreactor for shortcut nitrification. The optimum operational parameters for the shortcut nitrification were fotmd as temperature 35 ℃, pH 8.0, dissolved oxygen concentration 1.0 mg/L, ammonium concentration 4 mmol/L and HRT 16 h, which have different influence on the performance of shortcut nitrification reactor. The pH, temperature and dissolved oxygen concentration have significant bearing on the process. The results showed that the shortcut nitrification reactor could be successfully started up within 42 d, and the reactor performance is steady with minimum NO2-/NOx- of 85.2%, maximum 93.4% and average value of 91.4% in effluent. Based on the analysis of experimental data, a new control strategy named “priority + combination” for shortcut nitrification was suggested. Through this strategy, the startup and operation of shortcut nitrification for ammonium-rich sludge digester liquids were optimized. The control strategy works well to keep the reactor operation in steady state and in achieving high-efficiency for shortcut nitrification. 展开更多
关键词 internal-loop airlift bioreactor shortcut nitrification orthogonal experiment control strategy sludge digester liquids
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MTF-CWs工艺对剩余污泥厌氧消化液的强化脱氮效果 被引量:1
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作者 苏光曦 杨永哲 +2 位作者 张雷 方进宾 程果 《环境工程学报》 CAS CSCD 北大核心 2018年第4期1022-1032,共11页
采用多级潮汐流人工湿地(multi-stage tidalflow constructed wetlands,MTF-CWs)处理城市污水处理厂剩余污泥厌氧消化液(excess sludge anaerobic digester liquids,ES-ADL),以垂直潮汐流的运行方式强化硝化,并根据进水NH_4^+-N和TN浓... 采用多级潮汐流人工湿地(multi-stage tidalflow constructed wetlands,MTF-CWs)处理城市污水处理厂剩余污泥厌氧消化液(excess sludge anaerobic digester liquids,ES-ADL),以垂直潮汐流的运行方式强化硝化,并根据进水NH_4^+-N和TN浓度分为2种不同工况。实验结果表明:在进水COD、NH_4^+-N和TN浓度分别为(293.68±9.62)、(845.70±11.53)和(847.00±11.47)mg·^(L-1)的条件下(工况1),出水COD、NH_4^+-N和TN浓度分别为(84.47±8.10)、(8.81±1.74)和(351.50±7.78)mg·L^(-1),COD、NH_4^+-N和TN的平均去除率分别为72.45%、98.93%和56.48%;在进水COD、NH_4^+-N和TN浓度分别为(413.31±7.47)、(1 023.85±8.32)和(1 025.78±8.31)mg·L^(-1)的条件下(工况2),出水COD、NH_4^+-N和TN浓度分别为(51.60±6.05)、(9.58±3.13)和(359.92±7.68)mg·L^(-1),COD、NH_4^+-N和TN的平均去除率分别为87.34%、99.05%和64.68%。在上述2种工况条件下,可将城市污水处理厂ES-ADL回流引起的氮循环累积量分别降低58.50%和62.19%。溶解氧消耗计算结果表明:MTF-CWs并没有提供NH_4^+-N的氧化(全程硝化或短程硝化过程)所需要的溶解氧;氮平衡计算结果表明:2种工况条件下通过非传统硝化-反硝化途径(如厌氧氨氧化)去除的总氮负荷分别占据总氮去除负荷的86.30%和82.53%。采用Miseq高通量测序技术进行菌群分析,结果表明:在反硝化脱氮贡献最大的人工湿地单元存在大量的厌氧氨氧化细菌Candidatus Kuenenia,且其占比随着取样深度(0.05~0.20m)增加而增加(其丰度由5.08%增加到13.18%),表明MTF-CWs处理ES-ADL时存在厌氧氨氧化途径。 展开更多
关键词 人工湿地 剩余污泥厌氧消化液 硝化 自养反硝化 高通量测序
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