Suppr超能文献

[利用单一生物滤池去除低温地下水中高浓度铁、锰和氨氮]

[Removal of High Concentration of Iron, Manganese and Ammonia Nitrogen from Low Temperature Groundwater Using Single Bio-filter].

作者信息

Li Dong, Cao Rui-Hua, Yang Hang, Wang Liu-Yu, Zhang Jie, Zeng Hui-Ping

机构信息

Key Laboratory of Beijing for Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China.

State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China.

出版信息

Huan Jing Ke Xue. 2017 Dec 8;38(12):5097-5105. doi: 10.13227/j.hjkx.201705096.

Abstract

A pilot-scale bio-filter was constructed for the removal of high concentrations of iron (TFe 9.0-12.0 mg·L, Fe(Ⅱ) 6.5-8.0 mg·L), manganese (1.9-2.1 mg·L), and ammonia nitrogen (1.4-1.7 mg·L) simultaneously from low temperature (5-6℃) groundwater in a plant. The results showed that iron was removed at the beginning of the bio-filter start-up, and manganese and ammonia nitrogen were removed on day 72 and day 75, respectively. The start-up period was influenced by the culture temperature and the raw water quality. For higher filtration rates, the removal of manganese was lower. When the filtration rate was more than 1.0 m·h, the maximum removal of manganese was about 3.0 mg·L. Manganese was the limiting factor for the increase of filtration rate, and the maximum filtration rate of the single bio-filter was 4.5 m·h. When the filtration rate was less than 6.0 m·h, the removal of ammonia nitrogen was about 1.5 mg·L, which was not affected by the filtration rate. Dissolved oxygen (DO) deficiency led to failure with the removal of more ammonia nitrogen. The required thickness of the bio-filter required for purification increased as the concentration of manganese and ammonia nitrogen increased when DO was sufficient. The removed iron, manganese, and ammonia nitrogen move to the depth of the filter layer, and there will be "manganese dissolution" when the filtration rate is increased. Iron and ammonia nitrogen in the filter layer can be oxidized and removed simultaneously. Manganese is oxidized and removed after the iron and ammonia nitrogen. The effective oxidation and removal section of manganese, iron, and ammonia nitrogen are obviously graded.

摘要

构建了一个中试规模的生物滤池,用于同时去除某工厂低温(5 - 6℃)地下水中的高浓度铁(总铁9.0 - 12.0 mg·L,亚铁6.5 - 8.0 mg·L)、锰(1.9 - 2.1 mg·L)和氨氮(1.4 - 1.7 mg·L)。结果表明,生物滤池启动初期铁被去除,锰和氨氮分别在第72天和第75天开始被去除。启动期受培养温度和原水水质影响。对于较高的过滤速率,锰的去除率较低。当过滤速率超过1.0 m·h时,锰的最大去除量约为3.0 mg·L。锰是过滤速率增加的限制因素,单个生物滤池的最大过滤速率为4.5 m·h。当过滤速率小于6.0 m·h时,氨氮的去除量约为1.5 mg·L,且不受过滤速率影响。溶解氧(DO)不足会导致氨氮去除失败。当溶解氧充足时,净化所需的生物滤池厚度随着锰和氨氮浓度的增加而增加。被去除的铁、锰和氨氮向滤层深度移动,当过滤速率增加时会出现“锰溶解”现象。滤层中的铁和氨氮可同时被氧化去除。锰在铁和氨氮之后被氧化去除。锰、铁和氨氮的有效氧化和去除区间明显分层。

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