摘要
高浊度水混凝属吸附架桥作用机理 ,与常规低浊度水混凝工艺有显著差异 ,通过研究提出了其动力学作用机理 ,阐述了其最佳混凝工艺设计、运行要点。
The main coagulation-flocculation mechanism of high turbidity water is adsorption and bridge. It is very different from convention turbidity water in cogulation-flocculation process. Based on the research, the kinetics mechanism of high turbidity water is put forward. In addition the flucculation process design and operation consideration and major parameters were discussed.
出处
《水处理技术》
CAS
CSCD
北大核心
2003年第1期25-27,共3页
Technology of Water Treatment
基金
山东省科委资助项目 ( 96 12 16 6 0 8)
关键词
动力学机理
高浊度水
混凝土
工艺设计
high turbidity water
coagulation-flocculation
process design
