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Partial nitrification of high ammonia concentration wastewater as a part of a shortcut biological nitrogen removal process

机译:高氨浓度废水的部分硝化作为生物脱氮的捷径

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Biological nitrification-denitrification is the most common process for nitrogen removal from wastewaters. During the first step, ammonia is aerobically oxidized to nitrite and then to nitrate. Subsequently, this nitrate is reduced to gaseous nitrogen by denitrifying microorganisms that use it as final electron acceptor. Shortcut biological nitrogen removal is based on the fact that nitrite is an intermediary compound in both steps: a partial nitrification up to nitrite is performed followed by nitrite denitrification. This will produce savings in aeration during the nitrification step. This research studies the effect of dissolved oxygen concentration in nitrite accumulation. An activated sludge reactor is operated under different DO levels, analyzing nitrite accumulation and ammonia removal. Results show that at 1.4 mg DO/L, 75% of nitrite accumulation takes place, with 95% of ammonia removal. Moreover, nitrite accumulation showed to be stable over more than 170 days of operation. Under these conditions, a reduction of 40% in the value of the required mass transfer coefficient K_La is achieved.
机译:生物硝化-反硝化是从废水中去除氮的最常见方法。在第一步中,氨被需氧氧化为亚硝酸盐,然后被氧化为硝酸盐。随后,该硝酸盐通过反硝化将其用作最终电子受体的微生物而还原为气态氮。捷径生物脱氮是基于以下事实:亚硝酸盐在两个步骤中都是中间化合物:先进行部分亚硝化直至亚硝酸盐,然后进行亚硝酸盐反硝化。这将在硝化步骤中节省充气。本研究研究了溶解氧浓度对亚硝酸盐积累的影响。活性污泥反应器在不同的溶解氧水平下运行,分析亚硝酸盐的积累和氨的去除。结果表明,在1.4 mg DO / L时,发生了75%的亚硝酸盐积累,而去除了95%的氨。此外,亚硝酸盐的累积显示在超过170天的运行中是稳定的。在这些条件下,所需传质系数K_La的值降低了40%。

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