首页 | 本学科首页   官方微博 | 高级检索  
     检索      

湖库型饮用水源蓝藻水华应急处置模拟实验
引用本文:苟婷,梁荣昌,虢清伟,房巧丽,陈思莉,黄大伟,赵学敏,马千里.湖库型饮用水源蓝藻水华应急处置模拟实验[J].环境工程学报,2021,15(9):2880-2887.
作者姓名:苟婷  梁荣昌  虢清伟  房巧丽  陈思莉  黄大伟  赵学敏  马千里
作者单位:生态环境部华南环境科学研究所(生态环境部生态环境应急研究所),广州 510530
基金项目:广东省重点领域研发计划项目;国家自然科学基金;中央级公益性科研院所基本科研业务费专项
摘    要:水源水体富营养化及造成的藻类水华是淡水生态系统面临的主要问题之一,严重威胁城市供水。以华南地区赤水水库为例,基于2019年5月暴发的蓝藻水华事件,开展了水库水质、蓝藻密度的监测分析及壳聚糖改性高岭土复合聚合氯化铝的应急除藻技术研究,确定了絮凝剂的最佳投加量并评估了除藻效果。结果表明: 水华暴发时取水口表层TN、TP浓度超过地表水III标准且水体主要限制性元素为磷,若集水区内磷的浓度继续增大,则水华暴发的频率继续增加;此次蓝藻水华的优势种为铜绿微囊藻,且垂向主要聚集在表层及水下5 m处,随水深的增加藻细胞密度逐渐降低,表层藻细胞密度高达6.87×108 cells·L−1;采用壳聚糖改性高岭土复合聚合氯化铝去除蓝藻效果较好,在改性黏土投加100 mg·L−1,聚合氯化铝投加10 mg·L−1时,1 h去除率约60%,且随着时间延长,去除率持续提高。改性黏土复合聚合氯化铝能在短期内使藻类沉降至水库底部,可应用于湖库型饮用水源蓝藻水华的应急处置。

关 键 词:水库    蓝藻水华    改性黏土    聚合氯化铝    应急处置
收稿时间:2020-08-14

Simulation study on emergency treatment of cyanobacterial bloom in drinking water reservoir
GOU Ting,LIANG Rongchang,GUO Qingwei,FANG Qiaoli,CHEN Sili,HUANG Dawei,ZHAO Xuemin,MA Qianli.Simulation study on emergency treatment of cyanobacterial bloom in drinking water reservoir[J].Techniques and Equipment for Environmental Pollution Control,2021,15(9):2880-2887.
Authors:GOU Ting  LIANG Rongchang  GUO Qingwei  FANG Qiaoli  CHEN Sili  HUANG Dawei  ZHAO Xuemin  MA Qianli
Institution:South China Institute of Environmental Sciences, Ministry of Ecology and Environment(Research Institute of Eco-environmental Emergency, Ministry of Ecology and Environment), Guangzhou 510530, China
Abstract:One of the major problems in freshwater ecosystem that threaten urban water supply is eutrophication and algal blooms that caused by it. In this paper, cyanobacterial bloom happened in May 2019 in Chishui reservoir, a drinking water reservoir in south China, was taken as a typical case to study variation of water quality and cyanobacterial cell density, as well as the emergency treatment technology. During this cyanobacterial bloom case, an in-field experiment of emergency treatment by adding chitosan-modified-kaolin and polyaluminum chloride (PAC) was carried on to assess the treatment efficiency and the optimal dosage. Results showed that total nitrogen (TN) and total phosphorus (TP) concentrations in the surface layer exceeded level III of the national water quality standard, and eutrophication in the reservoir was controlled by phosphorus concentration. If the phosphorus concentration kept increasing, so as the frequency of cyanobacterial bloom. Microcystis aeruginosa was found to be the dominant species in this case, and the M. aeruginosa cells were mainly distributed within 5m below the water surface. The cell density in the surface was highest and reached 6.87×108 cells·L−1 and it decreased with increase in water depth. The efficiency of chlorophyll a removal by adding chitosan-modified-kaolin and PAC was satisfactory. The removal rate was up to 60% after adding 100 mg·L−1 chitosan-modified-kaolin and 10 mg·L−1 PAC in one hour, which increased with the extension of time afterwards. Algal cells can be precipitated into the bottom area of the reservoir in a short period of time by addition of chitosan-modified-kaolin and PAC. As such, this technology is suitable for emergency treatment of cyanobacterial bloom in drinking water reservoir.
Keywords:reservoir  cyanobacteria bloom  chitosan-modified-kaolin  poly aluminum chloride  emergency disposal
本文献已被 万方数据 等数据库收录!
点击此处可从《环境工程学报》浏览原始摘要信息
点击此处可从《环境工程学报》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号