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The Effectiveness of Leachate Remediation in The Implementation of Unvegetated Constructed Wetland

机译:渗滤液治疗在实施开放构建的湿地实施中的有效性

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The objective of this research was to examine the effectiveness of leachate remediation that is performed through the implementation of a free water surface (FWS) unvegetated constructed wetland system (UCW). The abovementioned remediation was conducted in a glass house with complete randomized design and using a small-scale UCW referred to as UCW reactor. The reactor was designed to replicate a large-scale FWS UCW and was filled with sand and gravel in a 3:5 ratio. The measurements of the leachate quality throughout the remediation experiment were based on hydraulic retention time (HRT) calculation and carried out on the 1st, 5th, 10th, 15th, 21th and 30th days. Subsequently, the resulted homogenous measurements were analyzed using One-way ANOVA while the nonhomogenous ones were analyzed using the Brown-Forsythe test. For further analyses on the resulted statistical data, Turkey-HSD or Games Howell test and Euclidean-distance clustering and biplot were applied. The data representing value decreases in the physicochemical leachate parameters suggest the improvement of the leachate quality throughout the treatment. It was proven that FWS UCW is effective in reducing conductivity, total dissolved solids (TDS), nitrate and orthophosphate contents by 51.31%, 32.94%, 52.25% and 36.24%, respectively on the 5th day. On the 30th day, the leachate quality was further improved as the decreases of the four substances reached 79.64%, 56.28%, 80.58% and 90.39%, respectively.
机译:本研究的目的是检查通过实施自由水表面(FWS)的渗滤液修复的有效性,该渗滤液通过自由水表面(FWS)开放的构造的湿地系统(UCW)。上述修复在一个具有完整随机设计的玻璃房子中进行,并使用由UCW反应器称为UCW反应器的小规模UCW。该反应器设计成复制大型FWS UCW,并在3:5的比例中填充沙子和砾石。整个修复实验中渗滤液质量的测量基于液压保留时间(HRT)计算,并在第一,第5,第10,15,21和第30天进行。随后,使用单向ANOVA分析所得到的均匀测量,而使用棕色换气进行分析非源源性。为了进一步分析所产生的统计数据,采用土耳其-HSD或游戏Howell测试和欧几里德 - 距离聚类和双针。表示值的数据在物理化学渗滤液参数中减少,表明整个治疗过程中渗滤液质量的提高。据证明,FWS UCW分别在第5天分别在51.31%,32.94%,32.94%,52.25%和36.24%降低导电性,总溶解固体(TDS),硝酸盐和正磷酸盐含量。在第30天,随着四种物质的减少分别达到79.64%,56.28%,80.58%和90.39%,渗滤液质量进一步得到改善。

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