西华大学学报（自然科学版）Issue(4)：109-112,4.DOI:10.3969/j.issn.1673-159X.2013.04.025
四川什邡市某水厂臭氧-生物活性炭深度处理工艺分析
Process of Advanced Water Treatment with Ozone-Biological Activated Carbon in Shifang Water Treatment Plant in Shichuan Province of China
罗本福 1宁海燕 1杨曦2
作者信息
- 1. 西华大学能源与环境学院，四川 成都610039
- 2. 成都大学图书馆，四川 成都 610106
- 折叠
摘要
Abstract
Ozone-Biological Activated Carbon (BAC/O3 ) process design was introduced in one first bulited water treatmen plant in Shifang Shichuan China.This paper discussed the experience and measures for O 3/BAC technology project.If the thecholgy for separa-ting oxygen from air was provided in project location , when the ozone consumption Q o3≤60 kgo3/h , purchase of liquid oxygen as the raw material would be more economical , when Qo3 >60 kgo3/h, adopting the separated oxygen from air whould be better .In pre-ozona-tion reactor, O3 charging quantity Q had more effect on the ozone oxidation effect than contact time T ,but if the raw water needed to kill alga, adviced T≥5 min;In post-ozonation reactor,usually divided into three phases , the best dosing ratio was 4∶3∶3,and the CT value (CT≥4 min・ mg/L) had representation meaning to kill “two bug”.The key indicators value of the Activated carbon adsorption and structure properties were introduced:iodine value was 900 mg・ g-1 , and JiaLan value was 150 mg・ g-1 , or specific surface area of 1000 1000 m 2・ g-1 , total pore volume was 0.6 cc・ g-1 , etc.; The light seal cover should be bulited above carbon filter , 500 mm sand was added under the carbon layer and design filter speed should be reduced to ensure safety operation and reduce the risk of mi -crobial penetration filter layer.关键词
臭氧/生物活性炭/给水深度处理/工艺设计Key words
ozone/biological activated carbon/advanced water treatment/process design分类
资源环境引用本文复制引用
罗本福,宁海燕,杨曦..四川什邡市某水厂臭氧-生物活性炭深度处理工艺分析[J].西华大学学报（自然科学版）,2013,(4):109-112,4.
