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

不同填料对大肠杆菌去除能力的研究
引用本文:陈靖,杨红薇,唐家良,薛菲,钱玲玉,翟龙波.不同填料对大肠杆菌去除能力的研究[J].环境工程,2017,35(10):20-23.
作者姓名:陈靖  杨红薇  唐家良  薛菲  钱玲玉  翟龙波
作者单位:1. 西南交通大学地球科学与环境工程学院,成都611756;中国科学院水利部成都山地灾害与环境研究所,成都610041;2. 西南交通大学地球科学与环境工程学院,成都,611756;3. 中国科学院水利部成都山地灾害与环境研究所,成都,610041
基金项目:中国科学院西部青年学者A类项目
摘    要:针对丘陵农村地区水质恶化、经济基础差及污水处理能力有限的状况,目前一般采用人工湿地和自然沟渠综合措施处理生活污水,但迄今仍缺乏针对水体病原菌污染的自然生态去除技术研究。为了筛选适宜去除病原菌的人工湿地填料,选用林地土、旱地土、水稻土、生物炭、无烟煤、沸石和石英7种填料,测定不同填料对大肠杆菌的去除能力,并通过在旱地土添加不同比例生物炭(0%、2%、5%、10%、20%、50%),探讨基于大肠杆菌去除容量与去除成本的旱地土与生物炭颗粒物复合物最佳比例。结果表明:不同填料介质生活污水大肠杆菌去除能力由强到弱依次为生物炭>无烟煤>水稻土>旱地土>林地土>沸石>石英;添加生物炭可增大湿地土壤孔隙度,有效提高单位时间内渗滤污水速率,及大肠杆菌的去除率,特别对大肠埃希氏菌去除效果更加明显;生物炭添加可延迟填料到达吸附饱和的时间,有效增加人工湿地处理容量。综合考虑大肠杆菌去除效率和生物炭添加成本等因素,人工湿地生物炭最优添加比例为20%。

关 键 词:大肠杆菌  填料  生活污水  去除率  吸附容量

REMOVAL CAPACITY OF DIFFERENT ARTIFICIAL WETLAND FILTERS FOR E.COLI
CHEN Jing,YANG Hong-wei,TANG Jia-liang,XUE Fei,QIAN Ling-yu,ZHAI Long-bo.REMOVAL CAPACITY OF DIFFERENT ARTIFICIAL WETLAND FILTERS FOR E.COLI[J].Environmental Engineering,2017,35(10):20-23.
Authors:CHEN Jing  YANG Hong-wei  TANG Jia-liang  XUE Fei  QIAN Ling-yu  ZHAI Long-bo
Abstract:In allusion to the severe deterioration of water quality and the limited economic and technical capacity in hilly rural areas,artificial wetlands and natural ditches are recommended to eliminate contamination of sewage waters.So far,there are few technical researches on removal of pathogens in sewage waters.In order to screen suitable artificial wetland filters for removal of pathogens,seven kinds of biological filters,including paddy soil,forest soil,dryland soil,zeolite,anthracite,biochar and quartz were chosen.Furthermore,based on E.coli removal capacity and running cost,different ratios of biochar addition (0%,2%,5%,10%,20%,50%) into dryland soil were tested for optimal mixing ratio.The results showed that the E.coli removal efficiency of different packing media was as follows:Biochar > anthracite > paddy soil > dryland soil > woodland soil > zeolite > quartz.Adding biochar was beneficial to increase the porosity of wetland soil and improve the permeability of sewage and removal capacity of E.coli.The addition of biochar delayed the time required for reaching maximum adsorption capacity and increased maximum adsorption capacity.Taken into consideration various factors of removal efficiency and cost of biochar addition,the optimum proportion of biochar was at 20%.
Keywords:E  coli  filter  sewage water  removal  adsorption capacity
本文献已被 CNKI 万方数据 等数据库收录!
点击此处可从《环境工程》浏览原始摘要信息
点击此处可从《环境工程》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