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[1]李伟光,吕龙义,金佳林,等.两级生物强化过滤处理低温微污染地下水中试研究[J].中国给水排水,2021,37(21):26-32.
　LI Wei-guang,Lü Long-yi,JIN Jia-lin,et al.Pilot-scale Study on Treatment of Low-temperature and Micro-polluted Groundwater by Two-stage Bio-enhanced Filtration[J].China Water & Wastewater,2021,37(21):26-32.

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两级生物强化过滤处理低温微污染地下水中试研究

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第37卷期数: 2021年第21期页码: 26-32 栏目: 出版日期: 2021-11-01

Title:: Pilot-scale Study on Treatment of Low-temperature and Micro-polluted Groundwater by Two-stage Bio-enhanced Filtration

作者:: 李伟光^1,2，吕龙义³，金佳林¹，张多英⁴，张淑梅⁵，孟利强⁵，王广智¹; (1.哈尔滨工业大学环境学院，黑龙江哈尔滨150090；2.哈尔滨工业大学水资源国家工程研究中心有限公司，黑龙江哈尔滨150090；3. 河北工业大学能源与环境工程学院天津市清洁能源利用与污染物控制重点实验室，天津300401；4.黑龙江大学建筑工程学院，黑龙江哈尔滨150080；5. 黑龙江省科学院微生物研究所，黑龙江哈尔滨150010)

Author(s):: LI Wei-guang^1,2，Lü Long-yi³，JIN Jia-lin¹，ZHANG Duo-ying⁴，ZHANG Shu-mei⁵，MENG Li-qiang⁵，WANG Guang-zhi¹; (1. School of Environment， Harbin Institute of Technology， Harbin 150090， China； 2. Water Resources National Engineering Research Center Co. Ltd.， Harbin Institute of Technology， Harbin 150090，China； 3. Tianjin Key Laboratory of Clean Energy and Pollution Control， School of Energy and Environmental Engineering， Hebei University of Technology， Tianjin 300401， China； 4. School of Civil Engineering， Heilongjiang University， Harbin 150080, China； 5. Institute of Microbiology， Heilongjiang Academy of Sciences， Harbin 150010, China)

关键词:: 微污染地下水; 生物强化; 两级过滤工艺; 低温; 有机物

Keywords:: micro-polluted groundwater; biological enhancement; two-stage filtration process; low temperature; organic matter

摘要:: 针对低温微污染地下水，设计开发了两级生物强化过滤工艺，研究了生物强化作用对污染物去除效果的影响。结果表明：最佳工艺流程为原水→一级跌水曝气→一级生物强化过滤（无烟煤+锰砂）→二级鼓风曝气→二级生物强化过滤（活性炭+无烟煤）→出水，稳定出水浊度为0.2 NTU、色度为3度、锰含量为0.03 mg/L、铁含量为0.01 mg/L、COD_Mn为1.9 mg/L、氨氮为0.05 mg/L，远低于《生活饮用水卫生标准》（GB 5749—2006）限值；生物强化作用可以显著提升对氨氮和有机物的去除效果，大部分有机物在二级生物强化过滤单元被去除；“活性炭+无烟煤”的滤料组合相对“无烟煤+锰砂”滤料组合的生物量及生物活性更高，更适合微生物的负载。

Abstract:: Aiming at the low-temperature and micro-polluted groundwater, a two-stage bio-enhanced filtration process was developed, and the effect of biological enhancement on pollutant removal was studied. The results showed that the optimum technological process was as follows: raw water → primary drop aeration→primary bio-enhanced filtration (anthracite+manganese sand)→secondary blast aeration→secondary bio-enhanced filtration (activated carbon+anthracite)→effluent. The turbidity of 0.2 NTU, chromaticity of 3 degrees, manganese content of 0.03 mg/L, iron content of 0.01 mg/L, COD_Mn of 1.9 mg/L, ammonia nitrogen of 0.05 mg/L in stable effluent were much lower than the limit of Standard for Drinking Water Quality (GB 5749-2006). Biological enhancement could significantly improve the treatment efficiency of ammonia nitrogen and organic matters, and most of the organic matters were removed in the secondary bio-enhanced filtration unit. The biomass and biological activity of the filter media of “activated carbon + anthracite” were higher than those of “anthracite + manganese sand”, and the filter media of “activated carbon + anthracite” was more suitable for the loading of microorganisms.

更新日期/Last Update: 2021-11-01