DocumentCode
3044556
Title
Analysis of mid-positioning BAC filter technology
Author
Lu, Shaoming ; Chen, Xiaochun ; Yang, Jie ; Chen, Jiangling ; Zhong, Gaohui ; Li, Shaowen ; Liao, Wei
Author_Institution
Coll. of Environ. Sci. & Eng., South China Univ. of Technol., Guangzhou, China
fYear
2011
fDate
26-28 July 2011
Firstpage
5739
Lastpage
5744
Abstract
BAC filter, placed in the end of process flow in the traditional O3-BAC advanced treatment process, usually using the same filter type with sand filter, has adsorption effect, biochemical function and filtration function, so it can used to avoid secondary pollution. But problems were found in BAC filter placed after sand filter, such as hidden trouble from microorganism leak and low efficiency of biochemical effect. Placing BAC filter between sediment tank and sand filter, on one hand, most of the turbidity could be removed by coagulation-sediment treatment, which is good for particle activated carbon adsorbing. On the other hand, with sand filter behind it, turbidity in effluent of BAC filter was out of restriction, and it is possible to use the filter type of high up-flow biological aerated filter (HUBAF). A pilot was tested to choose the better flow way, filter media type and gradation, filtration rate , empty bed contact time, oxygen supplying way and backwash way for BAC filter, and a new technology, up-flow aerated biological activated carbon filter (UBACF), was developed, compared with post positioning BAC filter, it can well cope with the condition when the inlet turbidity was high. Meanwhile UBACF keeps the adsorption effect, and the backwash parameters and abrasion rate of activated carbon were almost the same, however, it greatly enhanced oxygen supplying ability and mass transferring efficiency, improved nitrification of NH3-N and biodegradation of organic.
Keywords
activated carbon; adsorption; biotechnology; coagulation; effluents; filtration; pollution control; turbidity; BAC filter technology; adsorption effect; biochemical effect; biochemical function; coagulation-sediment treatment; effluent; filtration function; microorganism leak; nitrification; organic biodegradation; sand filter; secondary pollution avoidance; sediment tank; turbidity; up-flow aerated biological activated carbon filter; Carbon; Carbon dioxide; Effluents; Filtration; Media; Microorganisms; Sediments; BAC filter; O3 -BAC; aerated filter; down-flow; filter media gradation; up-flow; urban water supply;
fLanguage
English
Publisher
ieee
Conference_Titel
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location
Hangzhou
Print_ISBN
978-1-61284-771-9
Type
conf
DOI
10.1109/ICMT.2011.6002792
Filename
6002792
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