DocumentCode
3358232
Title
Evaluation of a slow sand filter in advanced wastewater treatment
Author
Cao, Xiangsheng ; Liu Jie ; Meng Xuezheng
Author_Institution
Coll. of Civil Eng., Beijing Univ. of Technol., Beijing, China
fYear
2010
fDate
26-28 June 2010
Firstpage
4942
Lastpage
4944
Abstract
Performances of a slow sand filter used in tertiary treatment of domestic wastewater were evaluated by a lab scale test. Influent and effluent COD, turbidity, color and total bacterial counts were analyzed for more than one year. All results showed that, performances of the slow sand filter were nearly the same with its filtration rate 0.3 m/h or 0.1 m/h., but decreased dramatically when its filtration rate was increased to 0.5 m/h from 0.3 m/h. Temperature decrease had a significant negative effect on COD removal but not on turbidity or bacterial removal. The schmutzdecke layer contributed more than half quantities of pollutants removal. Average effluent of COD, turbidity, color and total bacterial counts were 34.9 mg/L, 0.6 NTU, 23.3° and 6200 CFU/ml respectively and corresponding removal rates were 43.9%, 89.5%, 55.6% and 73.5% under filtration rate 0.1 m/h in Summer.
Keywords
turbidity; wastewater treatment; COD; advanced wastewater treatment; pollutants removal; schmutzdecke layer; slow sand filter; tertiary treatment; turbidity; Color; Effluents; Filters; Filtration; Microorganisms; Performance evaluation; Pollution; Temperature; Testing; Wastewater treatment; filter bed depth; filtration rate; slow sand filter; temperature; wastewater treatment;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2010 International Conference on
Conference_Location
Wuhan
Print_ISBN
978-1-4244-7737-1
Type
conf
DOI
10.1109/MACE.2010.5536165
Filename
5536165
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