Evaluation of a slow sand filter in advanced wastewater treatment

Xiangsheng Cao, Jie Liu, Xuezheng Meng
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引用次数: 4

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.
慢速砂滤池在污水深度处理中的应用评价
通过室内试验,对慢速砂滤池在生活污水三级处理中的性能进行了评价。对一年以上的进水和出水COD、浊度、色度和细菌总数进行分析。结果表明,在过滤速度为0.3 m/h和0.1 m/h时,慢速滤砂器的过滤性能基本相同。当过滤速率由0.3 m/h提高到0.5 m/h时,过滤速率急剧下降。温度降低对COD去除率有显著的负面影响,但对浊度和细菌去除率没有影响。淤泥层贡献了一半以上的污染物去除量。夏季过滤速率为0.1 m/h时,平均出水COD、浊度、色度和细菌总数分别为34.9 mg/L、0.6 NTU、23.3°和6200 CFU/ml,去除率分别为43.9%、89.5%、55.6%和73.5%。
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