通过分析染料示踪剂渗透估算冰川丘陵的有效断裂孔径。

Ground water Pub Date : 2024-06-25 DOI:10.1111/gwat.13426
Mariam Ouf, Peter R Jørgensen, Klaus Mosthaf, Massimo Rolle
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引用次数: 0

摘要

本研究基于染料示踪剂渗透试验和数值模拟,提出了一种估算冰川堆积物裂缝有效孔径的方法。该方法将染料示踪剂沿裂缝流动路径的可见渗透深度作为计算有效裂缝孔径的主要信息。计算中使用的其他数据包括染料示踪剂的输入浓度和延迟、示踪剂注入的持续时间以及用于控制渗透水流量的水力梯度。该方法不需要测量断裂耕层的水力传导性,可直接观察断裂内的水流和传输模式(例如,均匀水流和染料示踪剂分布、孔隙变化导致的渠化以及断裂中生物大孔的存在)。通过使用估算的大型未扰动柱(LUC)中的有效裂缝孔径值,成功地验证了该方法,该方法能够稳定地模拟观测到的大型未扰动柱中保守溴化物示踪剂的流出突破,以及实验中应用的水力梯度下的水通量。灵敏度分析表明,在估算小的有效裂缝孔径(20 μm)时,估算的有效裂缝孔径对多孔材料和溶质迁移参数变化的灵敏度较低,而对通过裂缝的水流量(流量与孔径之间的立方关系)的灵敏度则占主导地位。所提出的方法可在实验室应用之外进行推广,并有助于确定实地尺度断裂网络的特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Estimation of Effective Fracture Aperture in Glacial Tills by Analysis of Dye Tracer Penetration.

This study advances a methodology to estimate effective apertures of fractures in glacial tills based on dye tracer infiltration tests and numerical simulations. The approach uses the visible penetration depth of the dye tracer along fracture flow paths as primary information to calculate effective fracture apertures. Further data used in the calculation are the dye tracer input concentration and retardation, the duration of the tracer injection, and the hydraulic gradient applied to control the infiltrating water fluxes. The method does not require measurement of hydraulic conductivity for the fractured till and enables direct observation of flow and transport patterns within the fractures (e.g., uniform flow and dye tracer distribution, channeling due to aperture variability, and presence of biogenic macropores in fractures). The approach was successfully verified by using the estimated effective fracture aperture values in Large Undisturbed Columns (LUCs) to consistently simulate both the observed LUC effluent breakthrough of a conservative bromide tracer and the water fluxes with the hydraulic gradient applied in the experiments. Sensitivity analyses revealed that estimation of small effective fracture apertures (<10 μm) required accurate determination of the dye tracer retardation factor. By contrast, in the case of larger effective apertures (>20 μm), the sensitivity of the estimated effective fracture aperture to variations in the porous material and solute transport parameters was low compared to the dominant sensitivity to the water flow through the fractures (cubic relation between flow and aperture). The proposed approach may be extended beyond laboratory applications and assist in characterizing field-scale fracture networks.

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