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Treatment Efficiencies of Slow Sand Filtration for Landscape Water

机译:慢速砂滤对景观水的处理效率

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The performance of the slow sand filter was examined using the landscape water with the experimental period of 46 days. The filter installed was similar to the traditional slow sand filter; expect that the top 5-cm sand was changed to the quartz sand. In this study, the variations of the turbidity, COD, BOD and TN were measured based on the filtration rate of 0.2m/h. Results showed that the average removal efficiencies of turbidity, BOD5 and COD achieved 86%, 67% and 34%, respectively, with the effluent turbidity ranged from 0.47 NTU to 2.58 NTU, BOD5 ranged from 0.4 mg/l to 1.1 mg/l and COD ranged from 13 mg/l to 18 mg/l, respectively. TN had a relatively high removal efficiency of 59% (average), with an effluent TN concentration lower than 1 mg/l. Also, the TN removal rate increased with the operational time after the steady operation was obtained. In addition, it was calculated that the efficient operation period for the slow sand filter was approximately 60 days, after which the head loss would increase to the maximum available of the SSF and the filter would be clogged significantly
机译:使用景观水对慢砂滤池的性能进行了测试,实验时间为46天。安装的过滤器类似于传统的慢沙过滤器。希望将顶部5厘米的沙子更改为石英沙子。在这项研究中,浊度,COD,BOD和TN的变化是根据0.2m / h的过滤速度进行测量的。结果表明,浊度,BOD5和COD的平均去除率分别达到86%,67%和34%,出水浊度范围为0.47 NTU至2.58 NTU,BOD5范围为0.4 mg / l至1.1 mg / l和COD的范围分别为13 mg / l至18 mg / l。 TN的去除效率相对较高(平均)为59%,出水TN浓度低于1 mg / l。另外,获得稳定运行后,TN去除率随运行时间的增加而增加。此外,据计算,慢砂滤池的有效运行时间约为60天,此后,压头损失将增加到SSF的最大可用范围,并且滤池将被严重堵塞

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