State Key Laboratory of Geohazard Prevention and Geoenvironment Protection, Chengdu University of Technology, Chengdu 610059, China.
State Environmental Protection Key Laboratory of Synergetic Control and Joint Remediation for Soil & Water Pollution, Chengdu University of Technology, Chengdu 610059, China.
Int J Environ Res Public Health. 2018 Jul 12;15(7):1469. doi: 10.3390/ijerph15071469.
The aim of this study was to improve the removal of nitrogen pollutants from artificial sewage by a modeled two-stage constructed rapid infiltration (CRI) system. The C/N ratio of the second stage influent was elevated by addition of glucose. When the C/N ratio was increased to 5, the mean removal efficiency of total nitrogen (TN) reached up to 75.4%. Under this condition, the number of denitrifying bacteria in the permanently submerged denitrifying section (the second stage) was 22 times higher than that in the control experiment without added glucose. Elevation of the C/N ratio resulted in lower concentrations of nitrate and TN in the second stage effluent, without impairment of chemical oxygen demand removal. The concentration of nitrate and TN in effluent decreased as the abundance of denitrifying bacteria increased. Moreover, the bacterial biofilms that had formed in the sand of the second stage container were analyzed. The secretion of extracellular polymeric substances, a major constituent of biofilms, was enhanced as a result of the elevated C/N ratio, which lead to the improved protection of the bacteria and enhanced the removal of pollutants.
本研究旨在通过模拟两段式人工快速渗滤(CRI)系统提高人工污水中氮污染物的去除率。通过添加葡萄糖来提高第二阶段进水的 C/N 比。当 C/N 比增加到 5 时,总氮(TN)的平均去除效率达到 75.4%。在这种条件下,永久淹没的反硝化段(第二阶段)中的反硝化细菌数量比没有添加葡萄糖的对照实验高 22 倍。提高 C/N 比可降低第二阶段出水的硝酸盐和 TN 浓度,而不会影响化学需氧量的去除。随着反硝化细菌数量的增加,出水中硝酸盐和 TN 的浓度也随之降低。此外,还对第二阶段容器中砂层中的细菌生物膜进行了分析。由于 C/N 比的提高,促进了胞外聚合物物质(生物膜的主要成分)的分泌,从而更好地保护了细菌并增强了污染物的去除。