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Evaluation of a slow sand filter in advanced wastewater treatment

机译:慢速砂滤池在高级废水处理中的评估

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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.
机译:通过实验室规模测试评估了用于家庭废水三级处理的慢速砂滤池的性能。进水和出水的化学需氧量,浊度,颜色和细菌总数均已分析了一年以上。所有结果表明,慢砂滤池的性能几乎与滤池速率分别为0.3 m / h或0.1 m / h相同,但是当滤池速率从0.3 m / h提高到0.5 m / h时性能急剧下降。温度降低对COD的去除具有显着的负面影响,但对浊度或细菌的去除则无明显影响。 schmutzdecke层去除了一半以上的污染物。在0.1 m的过滤率下,COD,浊度,颜色和细菌总数的平均流出量分别为34.9 mg / L,0.6 NTU,23.3°和6200 CFU / ml,相应的去除率分别为43.9%,89.5%,55.6%和73.5%。 / h在夏季。

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