British Geological Survey, Keyworth, Nottinghamshire, NG12 5GG, United Kingdom.
J Contam Hydrol. 2013 Oct;153:141-55. doi: 10.1016/j.jconhyd.2011.05.006. Epub 2011 Jun 2.
The invasion of DNAPL into fractured low permeability deposits results in the formation of secondary source zones that represent a long-term source of VOCs to adjacent aquifers. We present data from a site underlain by a fractured mudstone contaminated with TCE DNAPL that was poised for release following remediation of the overlying aquifer. Observations of contaminant distributions and fracture networks from the site and a nearby mudstone exposure respectively, enabled prediction of the imminent aquifer recontamination. The fractures, likely formed by gypsum dissolution, were characterised by fracture apertures and spacings that ranged from 0.01 to 49 mm and 0.047 to 3.37 m (10th and 90th percentile values) respectively. Numerical model results show that prediction of outward mass flux in the first year was highly variable (8 to 32 g/m²/d for an initial constant concentration with depth profile) and dependent on both the fracture spacing and aperture and the contaminant distribution. However after 1 year, assuming a heterogeneous distribution of fractures, mass flux was predictable within a narrow range of values (at 20 years; 0.04-0.08 g/m²/d). Similar results were obtained from more typical fracture networks with spacings of 0.1 to 0.5 m and apertures of 10 to 100 μm. These results suggest that when considering potential recontamination in a bounding aquifer, fracture characterisation may not be necessary and instead the focus should be on determining the surface area contributing contaminant mass to an aquifer, the contaminant concentration depth profiles, the hydraulic properties of the receiving aquifer and the elapsed time since aquifer remediation.
DNAPL 侵入低渗透破碎带会形成次生源区,成为相邻含水层中 VOCs 的长期污染源。本文介绍了一个由含 TCE 的 DNAPL 污染的泥岩断裂带构成的场地的数据,该场地在修复上覆含水层后即将释放污染物。通过对该场地和附近泥岩露头的污染物分布和断裂网络的观测,预测了即将发生的含水层再污染。这些断裂可能是由石膏溶解形成的,其裂缝开度和间距分别为 0.01 至 49 毫米和 0.047 至 3.37 米(第 10 百分位和第 90 百分位值)。数值模型结果表明,第一年向外质量通量的预测变化很大(初始恒定浓度随深度分布的情况下,为 8 至 32 克/平方米/天),取决于裂缝间距和开度以及污染物分布。然而,1 年后,假设断裂呈非均匀分布,质量通量在较窄的范围内可预测(20 年时为 0.04-0.08 克/平方米/天)。具有 0.1 至 0.5 米间距和 10 至 100 微米开度的更典型断裂网络也得到了类似的结果。这些结果表明,在考虑边界含水层潜在再污染时,可能不需要对断裂特征进行描述,而应重点确定向含水层贡献污染物质量的表面积、污染物浓度深度分布、接收含水层的水力特性以及含水层修复后的时间。