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Screening level model for vadose zone and ground water transport evaluation

机译:筛选区筛选水平模型及地面水运输评价

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This paper hypothesizes that equations used by numerous screening models to calculate ground water mixing zone depth are conceptually incorrect. The models incorrectly omit contaminated infiltration volumes in calculating the resulting aquifer contaminant mixing and concentrations. As a consequence dilution factor, DF, and site cleanup criteria are also calculated incorrectly. The paper proposes a conservative, yet more reliable, method of estimating dilution factor which takes into account mixing by a receptor point pumping well and downward contaminant displacement due to natural infiltration. Aquifer contaminant concentrations are calculated at the down-tradient edge of the vadose zone source's planar projection on the water table. Processes addressed include advection, degradation, sorption, and volatilization. Using a spreadsheet setup, model equations allow the user to quickly evaluate multiple modeling scenarios with varying source geometry, vadose zone thickness, and soil heterogeneity.
机译:本文假设多种筛选模型使用的方程来计算地面水混合区深度在概念上是不正确的。该模型在计算所得含水层污染物混合和浓度时省略污染渗透体积。作为后果稀释因子,DF和现场清理标准也被错误地计算。本文提出了一种保守,更可靠,估算稀释因子的方法,该方法考虑了由于自然渗透而通过受体点泵送井和向下污染位移的混合。含水层污染物浓度计算在水桌上的VADOSE区源平面投影的下行交易所。解决的进程包括平整,降解,吸附和挥发。使用电子表格设置,型号方程允许用户快速评估具有不同源几何形状,VADOSE区厚度和土壤异质性的多种建模情景。

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