净水技术2012，Vol.31Issue(4)：102-104,133,4.
臭氧氧化联合A/A/O工艺污泥减量的可行性
Feasibility of Sludge Reduction in Combination of A/A/O and Ozone Oxidation Processes
寇青青 1朱世云 1覃宇 1汤正泽 1荣春 1侯天骏 1杜晶1
作者信息
- 1. 上海交通大学环境科学与工程学院,上海 200240
- 折叠
摘要
Abstract
Excess sludge treatment and disposal is an important environmental issue at home and abroad. In this study, waste water treatment and sludge reduction using ozone was investigated. The results indicate there is no obvious difference between the treatment system without ozone and the treatment system with ozone. Under experimental conditions, when MLSS is 2 000-3 000 mg/L, the sludge reduction can reach 30 %. Under the condition of the same organic load, MLSS is 1 500, 2 500, 3 500 and 4 500 mg/L, the optimum ozone dosages are 0.095, 0.11, 0.129 and 0.129 g O3/g SS, respectively.关键词
污泥减量/A/A/O工艺/臭氧氧化/最佳臭氧投加量Key words
sludge reduction A/A/O process ozone oxidation optimum of ozone dosage分类
建筑与水利引用本文复制引用
寇青青,朱世云,覃宇,汤正泽,荣春,侯天骏,杜晶..臭氧氧化联合A/A/O工艺污泥减量的可行性[J].净水技术,2012,31(4):102-104,133,4.
