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Septage treatment using a combined waste stabilization ponds-vertical flow constructed wetland system

机译:使用废物稳定池-垂直流人工湿地系统进行分离处理

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Eight vertical flow small-scale constructed wetlands were introduced in a pre-existing waste-water treatment pilot plant consisting of three interconnected waste stabilization ponds-a facultative pond followed by two maturation/aerobic ones. The wetlands were identical in couples but differed in substrate and plant presence (common reed) and were fed from the outflow of the first maturation pond. The system was monitored for two years in order to study its operation and efficiency for the treatment of septage in an open air experiment. Samples were collected twice a month and TSS, BOD_5, pH, EC, TP, N-NO_3~- and N-NH_4~+ were monitored. BOD_5 removal was greater in the summer months. The unplanted wetlands were more efficient in TSS and BOD_5 concentrations removal. Still, when estimating the BOD_5 mass in the constructed wetlands effluents using Thornthwaite model to adjust the results, it was found that the BOD_5 mass of unplanted wetlands effluents is greater than that found in planted ones. The system did not remove TP successfully, possibly due to substrate origin and stratification. N-NO_3~- concentrations in all wetlands' effluents were elevated due to nitrification. Nutrients removal was greater in the planted wetlands. Redesigning the constructed wetlands using a thicker sand layer could increase pollutants removal. The concentrations of the pollutants in the effluents from the constructed wetlands were lower than in the effluents from the waste stabilization pond that treated the same influent.
机译:在一个预先存在的废水处理试验工厂中引入了八个垂直流小规模人工湿地,该工厂由三个相互连接的废物稳定池(一个兼性池,然后是两个成熟/好氧池)组成。夫妻的湿地是相同的,但底物和植物的存在(普通芦苇)不同,它们是从第一个成熟池的流出处喂食的。对该系统进行了两年的监控,以便在露天实验中研究其运行和分离效果。每月采样两次,并监测TSS,BOD_5,pH,EC,TP,N-NO_3〜-和N-NH_4〜+。在夏季,BOD_5的去除量更大。未种植的湿地在TSS和BOD_5浓度去除方面更有效。不过,当使用Thornthwaite模型调整人工湿地污水中BOD_5的质量以调整结果时,发现未种植的湿地污水中BOD_5的质量要大于种植的湿地污水中的BOD_5。该系统未能成功去除TP,可能是由于底物来源和分层所致。由于硝化作用,所有湿地废水中的N-NO_3〜-浓度均升高。在种植的湿地中营养去除率更高。使用较厚的沙层重新设计人工湿地可能会增加污染物的去除。人工湿地污水中的污染物浓度低于处理相同污水的废水稳定池污水中的污染物浓度。

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