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Study on micro-polluted raw water treatment by rectangular biological sedimentation tanks

机译:矩形生物沉淀池处理微污染原水的研究

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Two reactors simulated rectangular sedimentation tank were used to treat micro-polluted raw water under same conditions. The reactor No.1 simulated rectangular sedimentation tank and rectangular biological sedimentation tank was simulated by the reactor No.2, in which three-dimensional elastic fillers were hanged. The process of biofilm developing in the reactor No.2 was researched to determine the optimal retention time of the reactor No.2. After determine the best retention time, comparing ammonia, CODMn, turbidity and other water quality indicators in the two reactors that operated steadily was used to compare the treatment effect of organic. Then, the factors that affect the removal of ammonia were analyzed. The results show that the reactor No.2 could hang the biofilm naturally and successfully and its optimal retention time is 1.5h. In the process of stable operation, the removal rates of ammonia, CODMn, turbidity in the reactor No.2 are 30.07%, 21.78% and 76.76% respectively that are all above the reactor No.1. So hanging the biofilm in the rectangular sedimentation tanks to treat micro-polluted raw water has a certain research value.
机译:在相同条件下,使用两个反应器模拟矩形沉淀池处理微污染的原水。 1号反应器模拟矩形沉淀池和矩形生物沉淀池由2号反应器模拟,其中悬挂了三维弹性填料。研究了2号反应器中生物膜的形成过程,以确定2号反应器的最佳保留时间。确定最佳保留时间后,将两个稳定运行的反应器中的氨,CODMn,浊度和其他水质指标进行比较,以比较有机物的处理效果。然后,分析了影响氨气去除的因素。结果表明:2号反应器可以自然,成功地悬挂生物膜,其最佳保留时间为1.5h。在稳定运行过程中,二号反应器中氨,CODMn,浊度的去除率分别为30.07%,21.78%和76.76%,均高于一号反应器。因此,将生物膜悬挂在矩形沉淀池中处理微污染原水具有一定的研究价值。

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