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Nitrogen removal characteristics of heterotrophic nitrification-aerobic denitrification by Alcaligenes faecalis C16 被引量:29
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作者 Yuxiang Liu Yao Wang +2 位作者 Yi Li Hua An Yongkang Lv 《Chinese Journal of Chemical Engineering》 SCIE EI CAS CSCD 2015年第5期827-834,共8页
Alcaligenes faecalis C16 was found to have the ability to heterotrophically nitrify and aerobically denitrify. In order to further understand its nitrogen removal ability and mechanism, the growth and ammonium removal... Alcaligenes faecalis C16 was found to have the ability to heterotrophically nitrify and aerobically denitrify. In order to further understand its nitrogen removal ability and mechanism, the growth and ammonium removal response were investigated at different C/N ratios and ammonium concentrations in the medium with citrate and acetate as carbon source separately. Furthermore, experiments of nitrogen sources, production of nitrogen gas and enzyme assay were conducted. Results show that the bacterium converts NH+4-N and produces NH2 OH during the growing phase and nitrite accumulation is its distinct metabolic feature. A. faecalis C16 is able to tolerate not only high ammonium concentration but also high C/N ratio, and the ammonium tolerance is associated with carbon source and C/N ratio. The nitrogen balance under different conditions shows that approximately28%–45% of the initial ammonium is assimilated into the cells, 44%–60% is denitrified and several percent is converted to nitrification products. A. faecalis C16 cannot utilize hydroxylamine, nitrite or nitrate as the sole nitrogen source for growth. However, nitrate can be used when ammonium is simultaneously present in the medium. A possible pathway for nitrogen removal by C16 is suggested. The preliminary enzyme assay provides more evidence for this nitrogen removal pathway. 展开更多
关键词 Heterotrophic nitrification-aerobic denitrification Alcaligenes faecalis Hydroxylamine oxidase Nitrate reductase nitrite reductase
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梯度递减曝气实现一体化部分短程硝化、厌氧氨氧化耦合反硝化工艺(SPNAD)的稳定运行 被引量:6
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作者 彭永臻 阮蓉蓉 彭轶 《北京工业大学学报》 CAS CSCD 北大核心 2020年第6期540-545,共6页
为了解决一体化部分短程硝化、厌氧氨氧化耦合反硝化(single-stage partial nitritation,anammox and denitrification,SPNAD)系统中部分短程硝化由于过曝气难以稳定维持及短程硝化出水不稳定的问题,在以氨氮质量浓度为80 mg/L、化学需... 为了解决一体化部分短程硝化、厌氧氨氧化耦合反硝化(single-stage partial nitritation,anammox and denitrification,SPNAD)系统中部分短程硝化由于过曝气难以稳定维持及短程硝化出水不稳定的问题,在以氨氮质量浓度为80 mg/L、化学需氧量(chemical oxygen demand,COD)质量浓度为150 mg/L的生活污水为进水的SPNAD系统中,通过曝气量控制进行了60 d的稳定进水负荷试验.在连续曝气控制0.3~0.5 mg/L的低溶解氧(dissolved oxygen,DO)过程中,会依次出现3次明显的DO跃变点Ta、Tb、Tc.结果表明:Tb可作为COD的降解完成指示点,Tc可作为部分短程硝化停曝气的指示点,Tc时刻NH4+-N、NO2--N平均质量浓度分别为20.11、22.83 mg/L,NO2--N和NH4+-N的质量浓度比值为0.93~1.37,适宜作为厌氧氨氧化进水;以DO变化率Δρ(DO)/Δt≥0.04 mg/(L·min)作为渐减曝气量和停止曝气量的设定值;将该梯度递减曝气控制策略应用于以实际生活污水(NH4+-N质量浓度为41.4~75.5 mg/L)为进水的SPNAD系统中,稳定实现了平均96.7%的总氮去除率(nitrogen removal ratio,NRR),平均出水总氮(total nitrogen,TN)质量浓度为2.11 mg/L.通过近150 d的试验为SPNAD系统的稳定短程硝化的稳定维持提出了一种梯度递减曝气控制策略,应用该控制策略可灵活调节本系统适应低氨氮、低ρ(COD)/ρ(TN)城市生活污水的水质变化且出水远优于国家一级A排放标准. 展开更多
关键词 部分短程硝化 一体化部分短程硝化、厌氧氨氧化耦合反硝化(single-stage partial nitritation anammox and denitrification SPNAD) 厌氧氨氧化菌(anammox) 梯度递减曝气 生活污水 稳定运行
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