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Analytical solutions for flow fields near continuous wall reactive barriers

机译:连续壁反应堆壁垒附近流场的解析解

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Permeable reactive barriers (PRBs) are widely applied for in-situ remediation of contaminant plumes transported by groundwater. Besides the goal of a sufficient contaminant remediation inside the reactive cell (residence time) the width of plume intercepted by a PRB is of critical concern. A 2-dimensional analytical approach is applied to determine the flow fields towards rectangular PRBs of the continuous wall (CW) configuration with and without impermeable side walls (but yet no funnel). The approach is based on the conformal mapping technique and assumes a homogeneous aquifer with a uniform ambient flow field. The hydraulic conductivity of the reactive material is furthermore assumed to exceed the conductivity of the aquifer by at least one order of magnitude as to neglect the hydraulic gradient across the reactor. The flow fields are analyzed regarding the widths and shapes of the respective capture zones as functions of the dimensions (aspect ratio) of the reactive cell and the ambient groundwater flow direction. Presented are an improved characterization of the advantages of impermeable side walls, a convenient approach to improved hydraulic design (including basic cost-optimization) and new concepts for monitoring CW PRBs. Water level data from a CW PRB at the Seneca Army Depot site, NY, are used for field demonstration.
机译:渗透性反应性屏障(PRB)广泛用于原位修复地下水输送的污染物羽流。除了要在反应池内进行充分的污染物修复(停留时间)这一目标外,PRB截留的羽流宽度也是至关重要的问题。应用二维分析方法来确定流向带有或不带有不可渗透侧壁(但没有漏斗)的连续壁(CW)构造的矩形PRB的流场。该方法基于共形映射技术,并假设具有均匀环境流场的均匀含水层。此外,假定反应性材料的水力传导率超过含水层的电导率至少一个数量级,从而忽略了整个反应器的水力梯度。根据反应池的尺寸(长宽比)和周围地下水的流动方向,对各个捕获区的宽度和形状进行分析。提出了不透水侧壁优点的改进特性,改进水力设计(包括基本成本优化)的便捷方法以及用于监控CW PRB的新概念。来自纽约塞内卡陆军基地的CW PRB的水位数据用于现场演示。

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