DocumentCode
3115699
Title
Research on the Treatment for Ozone-Flocculation Filter from Yellow River
Author
Li Honglan ; Wang Yonglei ; Zhang Kefeng
Author_Institution
Sch. of Civil Eng. & Archit., Univ. of Jinan, Jinan, China
fYear
2010
fDate
18-20 June 2010
Firstpage
1
Lastpage
4
Abstract
This paper mainly based on the new processes of ozone-floating filter and ozone floatation which were tested in the water from the Queshan Reservoir. The process of ozone floating filter stated that little influence ccurred when the raw water was pre-treated by the ozone. UV254(Ultraviolet Rays)was removed in large amount (76.47%) if the ozone oxidation had been adopted. The removal rate could achieve 100% when the air flotation and activated carbon filtration were used. Ozone oxidation has good effects on the removal of COD (Chemical Oxygen Demand)Mn, the total removal rate was increased 7.0% in average rather than the technology without ozone, and the final content in the effluent was 1.87mg/L. in the new technology, ozone flotation did little job to decreasing turbidity. And the great progress was the removal of UV254 through the strong ability of oxidation. The removal rate was increased 9.80% in average rather than floating filter technology.
Keywords
chemical technology; filtration; flocculation; oxidation; ozone; river pollution; turbidity; water treatment; O3; Queshan Reservoir; UV254; Yellow River; activated carbon filtration; air flotation; chemical oxygen demand; ozone floatation; ozone oxidation; ozone-floating filter; ozone-flocculation filter; removal rate; turbidity; Chemical technology; Effluents; Filters; Filtration; Oxidation; Oxygen; Reservoirs; Rivers; Testing; Water resources;
fLanguage
English
Publisher
ieee
Conference_Titel
Bioinformatics and Biomedical Engineering (iCBBE), 2010 4th International Conference on
Conference_Location
Chengdu
ISSN
2151-7614
Print_ISBN
978-1-4244-4712-1
Electronic_ISBN
2151-7614
Type
conf
DOI
10.1109/ICBBE.2010.5516190
Filename
5516190
Link To Document