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Experimental study on segregation purification for nitrogen pollution by floating bio-film constructed wetlands

机译:漂浮生物膜人工湿地分离纯化氮污染的实验研究

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Combined floating bed and bio-film constructed wetlands (FBCW) simulation system was built to treatment sanitary wastewater with filamentous of palm and non woven and Trifolium repens L. TN, NH3-N, NO3-N, NO2-N and pH were investigated for upper, middle and under layer wetland system by intermission operation continued 118 days under natural conditions. Results demonstrated that system into the stable phase of the high removal rate after 48 days with 2m3/(m2. d) of hydraulic loading and 10 hours of the hydraulic retention. Average removal rate of TN and NH3-N were 64.4% and 60.6%, the highest removal rate reach 79% and 77%, respectively. Segregation effect was clearer. The purification ability of upper layer was higher than middle. Middle layer was higher than under layer. TN and NH3-N removal rate of upper layer were 1.96 and 1.45 times and 1.36 and 1. 12 times higher than that of middle and under layer, respectively. And the system has a good buffering capacity. pH of inflow water changes have a greater impact on the lower, while the upper pH values stabilized at 7.38–7.74.
机译:建立了浮床与生物膜人工湿地(FBCW)相结合的模拟系统,以棕榈和无纺布丝状和三叶草处理生活污水。TN,NH 3 -N,NO 通过在自然条件下连续运行118天,对上,中,下层湿地系统的3 N,NO 2 -N和pH进行了研究。结果表明,在水力负荷为2m3 /(m2。d)和水力保持时间为10小时的情况下,系统进入48天后的高去除率的稳定阶段。 TN和NH 3 -N的平均去除率分别为64.4%和60.6%,最高去除率分别达到79%和77%。偏析效果更明显。上层的净化能力高于中层。中间层高于底层。上层的TN和NH 3 -N去除率分别比中层和下层高1.96和1.45倍,1.36和1. 12倍。并且系统具有良好的缓冲能力。流入水的pH值变化对下部pH值有较大影响,而上部pH值稳定在7.38–7.74。

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