检索规则说明:AND代表“并且”;OR代表“或者”;NOT代表“不包含”;(注意必须大写,运算符两边需空一格)
检 索 范 例 :范例一: (K=图书馆学 OR K=情报学) AND A=范并思 范例二:J=计算机应用与软件 AND (U=C++ OR U=Basic) NOT M=Visual
作 者:张美雪[1] 李芸[1] 李军[1] 郑照明[1] 熊向阳[2] 陈刚[2] 姚远[2] 李强[2] ZHANG Meixue LI Yun LI Jun ZHENG Zhaoming XIONG Xiangyang CHEN Gang YAO Yuan LI Qiang(The College of Architecture and Civil Engineering, Beijing University of Technology, Beijing, 1000124, China China Urban Construction Design and Research Institute Co. , Ltd. , Beijing, 100012, China)
机构地区:[1]北京工业大学建筑工程学院北京市水质科学与水环境恢复工程重点实验室,北京100124 [2]中国城市建设研究院有限公司,北京100012
出 处:《环境工程学报》2016年第11期6127-6132,共6页Chinese Journal of Environmental Engineering
基 金:国家水体污染控制与治理科技重大专项(2014ZX07201-011);北京市自然科学基金资助项目(8122005);中国城市建设研究院院级课题(Y07H13074)
摘 要:通过连续流实验研究了低浓度乙酸盐诱导下厌氧氨氧化颗粒污泥与异养反硝化菌的耦合脱氮性能,同时采用批试实验考察耦合系统中的氮素转化及去除途径。结果表明:采用低浓度乙酸盐对厌氧氨氧化颗粒污泥进行驯化,可以实现厌氧氨氧化与异养反硝化的高效耦合脱氮。系统在稳定时期,进水NH_4^+-N为30~40 mg·L^(-1)、NO_2^--N为45~55 mg·L^(-1)、CH_3COONa为60~80 mg·L^(-1),NH_4^+-N、NO_2^--N和TN的去除率分别为93.84%、94.62%和86.46%。耦合系统中的颗粒污泥同时存在厌氧氨氧化特性、硝化特性和反硝化特性。颗粒污泥表现出良好的厌氧氨氧化特性,总氮去除速率为12.46 mg·(g MLSS·h)^(-1)。系统中存在的硝化细菌可以消耗进水中的溶解氧从而缓解溶解氧对ANAMMOX菌的抑制,其中AOB活性高于NOB活性。系统中颗粒污泥对硝氮的反硝化作用强于对亚硝氮的反硝化作用,亚硝氮反硝化和硝氮反硝化的降解速率分别为1.89和3.59 mg·(g MLSS·h)^(-1)。当亚硝氮和硝氮同时存在时,反硝化菌优先将硝氮还原成亚硝氮。We investigated the nitrogen removal performance of anaerobic ammonium-oxidizing( anammox)granules in a reactor under continuous cultivation at low acetate concentration. As a comparison,we applied batch tests to measure the nitrogen transformation and removal pathways of granules obtained from the coupling reactor.The reactor exhibited excellent anammox and denitrifying performances at low acetate concentration. During steady phase,removal rates of NH_4~+-N,NO_2^--N,and TN were 93. 84%,94. 62%,and 86. 46%,respectively. Batch tests indicated that the coupling anammox granules exhibited good anammox,nitrification,and denitrification activities. The total nitrogen removal rate of coupling granules was 12. 46 mg·( g MLSS·h)^(-1). Nitrifying bacteria in the system were capable of consuming the dissolved oxygen,thus lessening the inhibitory effect of oxygen on anammox bacteria. As a result,activity of ammonia-oxidizing bacteria( AOB) was higher than that of nitrite-oxidizing bacteria( NOB). Denitrification rates for nitrite and nitrate were 1. 89 and 3. 59 mg·( g MLSS·h)^(-1),respectively.When nitrite and nitrate were present simultaneously,denitrifying bacteria reduced nitrate to nitrite first.
分 类 号:X703[环境科学与工程—环境工程]
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在载入数据...
正在链接到云南高校图书馆文献保障联盟下载...
云南高校图书馆联盟文献共享服务平台 版权所有©
您的IP:216.73.216.222