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:丛海兵[1] 陈雯婧[1] 徐亚军[1] 王巍[1] 张颖[1]
机构地区:[1]扬州大学环境科学与工程学院,扬州225127
出 处:《环境科学学报》2013年第7期1862-1867,共6页Acta Scientiae Circumstantiae
基 金:国家自然科学基金项目(No.51178408);国家科技支撑计划项目(No.2012BAC04B02)~~
摘 要:为了强化蓝藻混凝沉淀去除效果,采用外加压力破坏藻细胞内气囊,使藻类失去浮力,再经混凝沉淀去除.通过静态实验测定了太湖蓝藻水在0~0.7MPa预压力作用后混凝沉淀效果,并与预氧化混凝沉淀工艺进行了比较.结果表明,在预压力0.4~0.7MPa作用下取得了较好的效果,沉淀出水浊度为1.04~0.69NTU;叶绿素a浓度为2.9~0.8μg·L-1,去除率为95.8%~98.8%;CODMn为3.8~2.9mg·L-1,去除率为66.2%~74.1%;UV254值为0.0686~0.0646,去除率为23.7%~28.1%.预加压工艺比预氧化工艺节省混凝剂50%.动态实验表明,预压力混凝沉淀过滤出水浊度小于0.25NTU;叶绿素a浓度小于1μg·L-1,平均去除率为99.5%;CODMn小于3.6mg·L-1,平均去除率为70%;UV254值小于0.057,平均去除率为33.7%.过滤出水水质优于饮用水水质标准.In order to improve the removal efficiency of cyanobacteria by coagulation and sedimentation process, external pressure was applied on algae cells to destroy the gas vesicle within it. As a result, the algae loses buoyancy, and can be easily removed by coagulation and sedimentation. Static coagulation sedimentation experiment was performed with the pre-pressure of 0~0.7 MPa, and compared with pre-oxidation coagulation sedimentation process. The result is perfect in the pressure range of 0.4~0.7 MPa. The turbidity of water after sedimentation is 1.04~0.69 NTU. The concentration of Chlorophyll-a is 2.9 ~ 0.8 μg·L^-1, and the removal rate is 95.8 % ~ 98.8 %. The concentration of COD M, is 3. 8 ~ 2. 9 mg·L^-1, and the removal rate is 66.2% ~ 74. 1%. The concentration of UV254 is 0. 0686 ~ 0. 0646, and the removal rate is 23.7%~28. 1%. Pre-pressured process saves coagulant by 50% compared to pre-oxidation process. The dynamic experiment shows that the turbidity of pre-pressure coagulation and sedimentation filter water is less than 0.25 NTU. The concentration of chlorophyll-a is less than 1 μg·L^-1 , and the average removal rate is 99.5%. The concentration of COD_Mn is less than 3.6 mg·L^-1, and the average removal rate is 70%. The concentration of UV254 is less than 0. 057, and the average removal rate is 33.7%. The filtered water quality is better than the drinking water quality standards.
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