Suppr超能文献

好的,我已经了解任务,请输入需要翻译的文本。

Nitrogen removal over nitrite by aeration control in aerobic granular sludge sequencing batch reactors.

机构信息

Laboratory for Environmental Biotechnology, School of Architecture, Civil and Environmental Engineering, Ecole Polytechnique Fédérale de Lausanne (EPFL), 1015 Lausanne, Switzerland.

出版信息

Int J Environ Res Public Health. 2014 Jul 8;11(7):6955-78. doi: 10.3390/ijerph110706955.

Abstract

This study investigated the potential of aeration control for the achievement of N-removal over nitrite with aerobic granular sludge in sequencing batch reactors. N-removal over nitrite requires less COD, which is particularly interesting if COD is the limiting parameter for nutrient removal. The nutrient removal performances for COD, N and P have been analyzed as well as the concentration of nitrite-oxidizing bacteria in the granular sludge. Aeration phase length control combined with intermittent aeration or alternate high-low DO, has proven to be an efficient way to reduce the nitrite-oxidizing bacteria population and hence achieve N-removal over nitrite. N-removal efficiencies of up to 95% were achieved for an influent wastewater with COD:N:P ratios of 20:2.5:1. The total N-removal rate was 0.18 kgN·m-3·d-1. With N-removal over nitrate the N-removal was only 74%. At 20 °C, the nitrite-oxidizing bacteria concentration decreased by over 95% in 60 days and it was possible to switch from N-removal over nitrite to N-removal over nitrate and back again. At 15 °C, the nitrite-oxidizing bacteria concentration decreased too but less, and nitrite oxidation could not be completely suppressed. However, the combination of aeration phase length control and high-low DO was also at 15 °C successful to maintain the nitrite pathway despite the fact that the maximum growth rate of nitrite-oxidizing bacteria at temperatures below 20 °C is in general higher than the one of ammonium-oxidizing bacteria.

摘要

本研究探讨了在序批式反应器中利用好氧颗粒污泥通过曝气控制实现亚硝酸盐脱氮的潜力。亚硝酸盐脱氮需要更少的 COD,如果 COD 是限制营养物质去除的参数,这将特别有趣。还分析了 COD、N 和 P 的去除性能以及颗粒污泥中亚硝酸盐氧化菌的浓度。曝气阶段长度控制与间歇曝气或交替高低 DO 相结合,已被证明是一种有效降低亚硝酸盐氧化菌数量从而实现亚硝酸盐脱氮的方法。对于 COD:N:P 比为 20:2.5:1 的进水废水,可实现高达 95%的脱氮效率。总氮去除率为 0.18 kgN·m-3·d-1。通过硝酸盐脱氮,脱氮率仅为 74%。在 20°C 下,60 天内亚硝酸盐氧化菌浓度下降超过 95%,可以从亚硝酸盐脱氮切换到硝酸盐脱氮,然后再切换回来。在 15°C 下,亚硝酸盐氧化菌浓度也下降了,但幅度较小,并且无法完全抑制亚硝酸盐氧化。然而,在 15°C 下,曝气阶段长度控制和高低 DO 的结合也成功地维持了亚硝酸盐途径,尽管在低于 20°C 的温度下,亚硝酸盐氧化菌的最大生长速率通常高于氨氧化菌。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/1685/4113855/984b3182f96e/ijerph-11-06955-g001.jpg

文献检索

告别复杂PubMed语法,用中文像聊天一样搜索,搜遍4000万医学文献。AI智能推荐,让科研检索更轻松。

立即免费搜索

文件翻译

保留排版,准确专业,支持PDF/Word/PPT等文件格式,支持 12+语言互译。

免费翻译文档

深度研究

AI帮你快速写综述,25分钟生成高质量综述,智能提取关键信息,辅助科研写作。

立即免费体验