首页> 外文期刊>Ecological engineering: The Journal of Ecotechnology >The performance of peat-filled subsurface flow filters treating landfill leachate and municipal wastewater
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The performance of peat-filled subsurface flow filters treating landfill leachate and municipal wastewater

机译:泥炭填充地下流量过滤器处理垃圾渗滤液和城市污水的性能

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The main objective of this study was to determine the treatment capacity of well-mineralized peat in vertical and horizontal flow filters designed to reduce phosphorus, nitrogen and organic matter in municipal wastewater from the town of Tapa and landfill leachate in Vaatsa, Estonia. Two identically designed onsite experiments were conducted using the following filter systems: (a) a vertical flow (VF) peat filter, (b) a vertical flow peat/ash sediment filter (both materials in equal volumes) followed by a horizontal flow (HF) peat filter. Sphagnum peat and hydrated oil-shale ash (ash sediment) was used. In our experiments, one treated municipal wastewater over 6 months and another treated landfill leachate over 12 months. In both cases, effluent from a conventional treatment (aerated activated sludge treatment) plant was used. The median value of total phosphorus (TP) concentration in Vaatsa landfill leachate was 3.4mg P L~(-1) and in municipal wastewater from Tapa 4.9mg P L~(-1). The reduction of TP in VF peat filters during the first 6 months was 58% and 63%, and in peat/ash sediment filters 94% and 67% for the Tapa experiment and the Vaatsa experiment, respectively. Both experiments demonstrated that the P-removal efficiency in VF peat filters begins to decrease after 6 months of operation. The purification efficiency in HF filters fluctuated, and no significant removal of TP was found. In the removal of organic matter (BOD, COD values) and nitrogen, the best results were obtained in VF peat filters.
机译:这项研究的主要目的是确定垂直和水平流动过滤器中矿化程度好的泥炭的处理能力,这些过滤器旨在减少塔帕镇和爱沙尼亚瓦萨的垃圾填埋场渗滤液中的磷,氮和有机物。使用以下过滤器系统进行了两个相同设计的现场实验:(a)垂直流(VF)泥炭过滤器,(b)垂直流泥炭/灰渣沉积物过滤器(均等体积的两种材料),然后是水平流(HF) )泥炭过滤器。使用泥炭泥炭和水合油页岩灰(灰渣)。在我们的实验中,一个处理了6个月的市政废水,另一个处理了12个月的垃圾填埋场渗滤液。在这两种情况下,均使用常规处理(曝气活性污泥处理)厂的废水。 Vaatsa垃圾填埋场渗滤液中总磷(TP)浓度的中位数为3.4mg P L〜(-1),塔帕地区的市政废水中的总磷(TP)浓度为4.9mg P L〜(-1)。在Tapa实验和Vaatsa实验中,前6个月VF泥炭滤池中TP的降低分别为58%和63%,而泥炭/灰渣沉积物滤池中TP的降低分别为94%和67%。两项实验均表明,在运行6个月后,VF泥炭过滤器中的P去除效率开始下降。 HF过滤器中的净化效率波动,并且未发现TP的明显去除。在去除有机物(BOD,COD值)和氮方面,VF泥炭过滤器获得了最佳结果。

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