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
机构地区:[1]山东建筑大学市政与环境工程学院,山东济南250101
出 处:《山东建筑大学学报》2008年第6期506-509,525,共5页Journal of Shandong Jianzhu University
基 金:山东省重大科技专项项目(2005GG21006001)
摘 要:通过对臭氧-过滤-活性炭工艺深度处理济南市水质净化二厂再生水的试验,结果表明:在原水水质浊度范围为0.5~1.5NTU,CODMn浓度范围为1.0—2.5mg/L,NH4+N、NO2--N和NO3--N浓度分别为0.6~2.3mg/L,0.05—0.15mg/L和7.2~15mg/L情况下,浊度平均去除率为71.52%,CODM。的平均去除率为36.12%,NH4+-N和NO2--N的平均去除率分别为27.33%和67.2%,NO3--N的去除作用不明显。The investigation with ozone-filter activated carbon process on the advanced treatment of the secondary effluent water of the second sewing plant in Jinan showed that: when the ranges of raw water concentrations of turbidity were from 0.5 to 1.5NTU, CODMn were from 1.0 to 2.5mg/L, NH4 + -N, NO2 - -N and NO3 - -N separately were from 0.6 to 2.3rag/L, from 0.05 to 0.15mg/L and from 7.2 to 15mg/L, the average removal rates of turbidity can reach to 71.52%, CODMn can reach to 36. 12%, NH4+ -N and NO2 - -N can separately reach to 27.33% and 67.2%. However, the average re- moval rates of NO3 --N had no remarkable improvement.
分 类 号:X52[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:216.73.216.30