期刊文献+
共找到2篇文章
< 1 >
每页显示 20 50 100
生物除磷脱氮系统工程设计中的污泥龄 被引量:16
1
作者 许劲 孙俊贻 《重庆建筑大学学报》 EI CSCD 北大核心 2005年第5期83-86,共4页
在分析了污泥龄概念的基础上,指出生物除磷脱氮系统总污泥龄与好氧污泥龄的区别,并且该系统厌氧、缺氧与好氧各个反应阶段的污泥龄比系统总污泥龄更重要.在进行生物除磷脱氮系统的工程设计时,厌氧污泥龄和缺氧污泥龄一般为1~1.5 d和1~... 在分析了污泥龄概念的基础上,指出生物除磷脱氮系统总污泥龄与好氧污泥龄的区别,并且该系统厌氧、缺氧与好氧各个反应阶段的污泥龄比系统总污泥龄更重要.在进行生物除磷脱氮系统的工程设计时,厌氧污泥龄和缺氧污泥龄一般为1~1.5 d和1~4 d,好氧污泥龄不宜盲目取大,可用满足硝化功能的最小污泥龄乘以适宜的安全系数求得,而系统总污泥龄以15 d左右为宜. 展开更多
关键词 污泥龄 生物除磷脱氮系统 工程设计 好氧污泥龄 厌氧污泥龄 缺氧污泥龄 总污泥龄
下载PDF
Application of genetic algorithm for influent flow distribution in the four stage A/O biological nutrient removal system
2
作者 JU Xing-hua WANG She-ping +1 位作者 WANG Yi PENG Dang-cong 《Journal of Environmental Science and Engineering》 2008年第1期7-12,共6页
The application of the Genetic Algorithm (GA) for the influent flow optimized distribution in the four stage pilot plant of Step-Feed Biological Nutrient Removal (BNR) System was discussed. Under decided process p... The application of the Genetic Algorithm (GA) for the influent flow optimized distribution in the four stage pilot plant of Step-Feed Biological Nutrient Removal (BNR) System was discussed. Under decided process parameter and influent water conditions, the objective function of optimization was designed to minimize the difference between estimated and required effluent concentrations at the four stage pilot plant of Step-Feed BNR System, the optimized parameter for influent distribution ratios of the four stages is 37.2%, 27.4%, 23.2% and 12.2% respectively. According to the optimizations results and raw wastewater pilot-scale experiment, the average removal efficiencies for pollutants are higher. 展开更多
关键词 genetic algorithm step feed BNR influent flow distribution
下载PDF
上一页 1 下一页 到第
使用帮助 返回顶部