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Practical method based on saturated hydraulic conductivity used to assess clogging in subsurface flow constructed wetlands

机译:基于饱和导水率的实用方法用于评估地下流人工湿地的堵塞

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This paper presents a simple method for evaluating the degree of clogging of subsurface flow constructed wetlands based on saturated hydraulic conductivity measurements. The method was applied to two full-scale wetlands located inside the wastewater treatment plants of two small villages (2000 PE) in the province of Lleida, Catalonia, Spain. In addition, to gain an insight into the mechanisms that lead to clogging, other measurements and analyses were carried out including the quantification of accumulated solids and belowground plant biomass. X-ray diffraction analyses were carried out to evaluate the mineral composition of accumulated sludge and granular medium. Hydraulic conductivity measurements and samples for solids analyses were taken along two transects that spanned the length of each wetland. Patterns for hydraulic conductivity were the same in both wetlands: very low values from the inlet zone to the middle (<20m/d), clearly higher from the middle to 4/5 of the length (600-800 m/d), and lower very near the outlet (40-70 m/d). These results indicate that the first half of the length of both wetlands is highly clogged. Total solids (TS) were generally higher near the inlet than the outlet (TS_(inlet)=3-15 kg/m~2; TS_(outlet) = 1-9 kg/m~2). Belowground plant biomass values were variable and did not show a clear pattern. In both wetlands the mineral fraction of the solids represented more than 75% of TS in most of the samples. X-ray diffraction analyses showed that the mineral composition of the solids coincided with that of the granular medium (mostly calcite and quartz). The proposed method based on hydraulic conductivity measurements is straightforward to use, does not require costly devices and allows to successfully evaluate the degree of clogging.
机译:本文提出了一种基于饱和水力传导率测量方法来评估地下流人工湿地堵塞程度的简单方法。该方法已应用于西班牙加泰罗尼亚莱里达省两个小村庄(2000 PE)废水处理厂内的两个大型湿地。此外,为了深入了解导致堵塞的机理,还进行了其他测量和分析,包括对累积的固体和地下植物生物量的定量分析。进行了X射线衍射分析,以评估累积的污泥和颗粒状介质的矿物成分。沿着横跨每个湿地长度的两个样条进行了水力传导率测量和固体分析样品。在两个湿地中,水力传导率的模式是相同的:从入口区到中间区域的值非常低(<20m / d),从中间区域到长度的4/5明显更高(600-800 m / d),并且降低出口附近(40-70 m / d)。这些结果表明两个湿地长度的前半部分被高度堵塞。入口附近的总固体(TS)通常高于出口(TS_(入口)= 3-15 kg / m〜2; TS_(出口)= 1-9 kg / m〜2)。地下植物的生物量值是可变的,并且没有显示清楚的模式。在两个湿地中,大多数样品中固体的矿物质含量占TS的75%以上。 X射线衍射分析表明,固体的矿物成分与颗粒状介质(主要是方解石和石英)相符。所提出的基于水力传导率测量的方法易于使用,不需要昂贵的设备,并且可以成功地评估堵塞程度。

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