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Slow Sand Filtration of Secondary Sewage Effluent: Effect of Sand Bed Depth on Filter Performance

机译:次要污水的缓慢砂滤:沙床深度对过滤器性能的影响

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Slow sand filtration (SSF) is a simple technique for drinking water purification and may be adapted for wastewater stabilization but only a few studies have been done towards this direction. This study aimed at the evaluation of the effect of sand bed depth on SSF performance by comparing data from sewage effluent filtered through sand beds of varying depths (0.5, 0.7 and 1.0) m. Removal efficiency was determined in terms of selected bacteriological indicators such as coliforms, faecal Streptococcus, total bacterial counts and physicochemical parameters such as biochemical oxygen demand, conductivity, pH, Total Suspended Solids and nutrients. Results of this study indicated significant differences in levels of all physicochemical parameters except phosphates in effluents filtered through the three sand bed depths whereby removal efficiency of these parameters was found to be better at 0.7 m. However, removal of bacteria was not significantly affected by sand bed depth.
机译:慢砂过滤(SSF)是一种用于饮用水净化的简单技术,可能适用于废水稳定化,但朝此方向进行的研究很少。本研究旨在通过比较不同深度(0.5、0.7和1.0)m的沙床过滤出的污水的数据,评估沙床深度对SSF性能的影响。去除效率的确定取决于所选的细菌学指标,例如大肠菌,粪便链球菌,细菌总数和理化参数,例如生化需氧量,电导率,pH,总悬浮固体和养分。这项研究的结果表明,除通过三个沙床深度过滤的废水中的磷酸盐外,所有理化参数的水平存在显着差异,从而发现这些参数的去除效率在0.7 m时更好。但是,细菌的去除并不受沙床深度的显着影响。

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