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水力停留时间和[公式:见正文]比例对硫代硫酸盐驱动的自养反硝化去除微污染地表水中硝酸盐的影响。

Effects of hydraulic retention time and [Formula: see text] ratio on thiosulfate-driven autotrophic denitrification for nitrate removal from micro-polluted surface water.

作者信息

Wang Zheng, Fei Xiang, He Sheng-Bing, Huang Jung-Chen, Zhou Wei-Li

机构信息

a School of Environmental Science and Engineering , Shanghai Jiaotong University , Shanghai , People's Republic of China.

出版信息

Environ Technol. 2017 Nov;38(22):2835-2843. doi: 10.1080/09593330.2017.1278794. Epub 2017 Jan 18.

Abstract

This study was carried out to investigate the possibility of a thiosulfate-driven autotrophic denitrification for nitrate-N removal from micro-polluted surface water. The aim was to study the effects of [Formula: see text] ratio (S/N molar ratio) and hydraulic retention time (HRT) on the autotrophic denitrification performance. Besides, utilization efficiencies of [Formula: see text] along the biofilter and the restart-up of the bioreactor were also investigated. Autotrophic denitrification using thiosulfate as an electron donor for treating micro-polluted surface water without the addition of external alkalinity proved to be feasible and the biofilter could be readied in two weeks. Average nitrate-N removal efficiencies at HRTs of 0.5, 1 and 2 h were 78.7%, 87.8% and 97.4%, respectively, and corresponding removal rates were 186.24, 103.92 and 58.56 g [Formula: see text], respectively. When water temperature was in the range of 8-12°C and HRT was 1 h, average nitrate-N removal efficiencies of 41.9%, 97.1% and 97.0%, nitrite accumulation concentrations of 1.45, 0.46 and 0.22 mg/L and thiosulfate utilization efficiencies of 100%, 98.8% and 92.1% were obtained at S/N ratios of 1.0, 1.2 and 1.5, respectively. Besides, the autotrophic denitrification rate in the filtration media layer was the highest along the biofilter at an S/N ratio of 1.5. Finally, after a one-month period of starvation, the biofilter could be restarted successfully in three weeks without inoculation of seed sludge.

摘要

本研究旨在探讨硫代硫酸盐驱动的自养反硝化作用去除微污染地表水中硝酸盐氮的可能性。目的是研究[公式:见原文]比例(S/N摩尔比)和水力停留时间(HRT)对自养反硝化性能的影响。此外,还研究了沿生物滤池的[公式:见原文]利用效率以及生物反应器的重启情况。结果表明,以硫代硫酸盐作为电子供体进行自养反硝化处理微污染地表水且不添加外部碱度是可行的,生物滤池可在两周内准备就绪。水力停留时间分别为0.5、1和2小时时,硝酸盐氮的平均去除效率分别为78.7%、87.8%和97.4%,相应的去除速率分别为186.24、103.92和58.56克[公式:见原文]。当水温在8 - 12°C范围内且水力停留时间为1小时时,S/N比分别为1.0、1.2和1.5时,硝酸盐氮的平均去除效率分别为41.9%、97.1%和97.0%,亚硝酸盐积累浓度分别为1.45、0.46和0.22毫克/升,硫代硫酸盐利用效率分别为100%、98.8%和92.1%。此外,在S/N比为1.5时,沿生物滤池过滤介质层的自养反硝化速率最高。最后,经过一个月的饥饿期后,生物滤池无需接种种子污泥即可在三周内成功重启。

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