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CONTAMINATED GROUNDWATER FLOW CONTROL ACROSS AN INVERTED GROUNDWATER DIVIDE WITH THREE GROUNDWATER CONTROL SYSTEMS

机译:带有三个地下水控制系统的倒置地下水分流器中受污染的地下水流控制

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摘要

The potential impacts from legacy, unlined landfills to surrounding hydrological systems are substantial challenges in the management of waste and water quality. Because these landfills do not have passive controls (i.e. liners), groundwater controls (pumping wells, trenches, etc.) can be necessary to minimize impacts. However, the function and interaction of multiple groundwater control devices in combination with complicated hydrogeologic settings are poorly characterized. Most research on groundwater control device interactions relies on simulation experiments and either measures the effectiveness of a system using a limited set of groundwater control devices or focuses on a single aquifer. This thesis examines three groundwater control devices (a slurry wall, a pumping trench, and a pumping well) installed near an active legacy landfill to evaluate changes in the flow of contaminated groundwater off site. This system of control devices was evaluated using monthly water quality data from a spring where changes in water quality were observed prior to installation of the groundwater control system. The water geochemical results indicate that the contaminated groundwater flows primarily through the fractured rock in the ridge (contrary to expectations), and therefore the collection trench is more effective in contaminant flux reductions. The groundwater pumping well, designed to capture contaminated groundwater flow through the coal seams and sandstone, is less effective, likely due to limited transport through the coal aquifers. Although the groundwater control system reduces the amount of contaminated groundwater flow off site, these controls must operate until the landfill is closed and a permanent control (i.e. installation of a clay cap which will reduce infiltration and should result in reduced groundwater elevations) can be installed which may take decades. The results provide fundamental information for future application of groundwater control in complicated field sites.
机译:遗留的,未加衬砌的垃圾填埋场对周围水文系统的潜在影响是废物和水质管理中的重大挑战。由于这些垃圾填埋场没有被动控制(即衬垫),因此可能需要进行地下水控制(抽水井,沟渠等)以最大程度地减少影响。但是,结合复杂的水文地质条件,多个地下水控制装置的功能和相互作用尚不明确。关于地下水控制设备相互作用的大多数研究都依赖于模拟实验,或者使用一组有限的地下水控制设备来衡量系统的有效性,或者只关注单个含水层。本文研究了安装在活跃的传统垃圾填埋场附近的三个地下水控制装置(泥浆墙,抽水沟和抽水井),以评估场外污染地下水的流量变化。使用每月春季水质数据评估该控制设备系统,该数据是在安装地下水控制系统之前观察到水质变化的。水的地球化学结果表明,受污染的地下水主要流过山脊中的裂隙岩石(与预期相反),因此,收集沟在减少污染物通量方面更有效。用来收集受污染的地下水流经煤层和砂岩的地下水泵井效率较低,这很可能是由于穿过煤炭含水层的运输受限所致。尽管地下水控制系统减少了场外污染的地下水流量,但这些控制措施必须一直运行到关闭垃圾填埋场为止,并且可以安装永久性控制措施(即安装泥土帽,这将减少渗透并减少地下水位)这可能需要数十年。研究结果为今后在复杂田间进行地下水控制提供了基础信息。

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    Hortert Christopher;

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  • 年度 2016
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