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作 者:项邦东 赵海青[1] 张文杰[1] XIANG Bangdong ZHAO Haiqing ZHANG Wenjie(Guangxi Key Laboratory of Environmental Pollution Control Theory and Technology, Guangxi Collaborative Innovation Center for Water Pollution Control and Water Safety in Karst A tea, Guilin Un&ersity of Technology, Guilin 541004, China)
机构地区:[1]桂林理工大学广西环境污染控制理论与技术重点实验室岩溶地区水污染控制与用水安全保障协同创新中心,广西桂林541004
出 处:《水处理技术》2017年第5期89-91,共3页Technology of Water Treatment
基 金:广西科学研究与技术开发(桂科合1599005-2-2;桂科攻1598016-1);广西矿冶与环境科学实验中心项目;广西高等学校高水平创新团队及卓越学者计划项目(002401013001);桂林市科学研究与技术开发计划项目(2016012303)
摘 要:考察了不同间歇性曝气实验条件下对陶瓷平板膜生物(C-MBR)工艺污染物去除效果的影响。结果表明,间歇性曝气实验阶段COD的去除效果较好,平均去除率为80.61%;氨氮的去除效果有所提高,出水质量浓度低于10mg/L;脱氮除磷效果有一定程度的提升,TP和TN的最高去除率分别为36.34%、56.74%。综合考虑,间歇性曝气控制为曝2 d停2 d是C-MBR工艺处理校园生活污水的适宜运行参数。The effects of ceramic-membrane bioreactor (C-MBR) process on pollutants removal were investigated with different intermission aeration experimental conditions. Results showed that the COD removal was good, the average removal rate could reach 80.61% during the intermittent aeration conditions. The removal efficiency of ammonia nitrogen was increased, and the mass concentration of effluent was less than 10 mg/L. The nitrogen and phosphorus removal was increased to some extent, and the highest removal rates of TP and TN were 36.34% and 56.74%, respectively. Overall consideration, intermission aeration which alternated with rest for 2 d is the optimized operating parameter for C-MBR process to treat campus sewage.
关 键 词:陶瓷平板膜生物工艺(C-MBR) 间歇性曝气 脱氮除磷
分 类 号:X703.1[环境科学与工程—环境工程]
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