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Groundwater flow in three-dimensional discrete fracture network of rock mass

机译:三维离散骨折网络中的地下水流量

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In this study, a program that analyzes groundwater flow in a three-dimensional discontinuity network was developed on the assumption that the discontinuity characteristics such as density, trace length, orientation and aperture have particular and known distribution functions. This program generates discontinuities in a three-dimensional space and analyzes their connectivity and groundwater flow. Due to the limited capability of a PC in this study, REV was not exactly determined, but it was inferred to be greater than 25x25x25 m~3. By calculating the scale of aperture that influences on the groundwater flow, it was found that the discontinuities with the aperture smaller than 30% of the mean aperture had little influence on the groundwater flow. In addition, there was little difference in the equivalent hydraulic conductivity for the two cases with considering and without considering the boundary effect. It was because the groundwater flow was mostly influenced by the discontinuities with large aperture.
机译:在本研究中,在假设诸如密度,迹线长度,方向和光圈的不连续特性具有特定和已知的分布函数的假设,开发了一种分析三维不连续网络中的地下水流的程序。该程序在三维空间中产生不连续性,并分析它们的连接和地下水流。由于本研究中PC的能力有限,REV并未完全确定,但被推断为大于25x25x25 m〜3。通过计算影响地下水流动影响的孔径,发现具有小于30%的平均孔径的孔的不连续性对地下水流量没有影响。此外,考虑和不考虑边界效应,两种情况的等效水力导电性几乎没有差异。这是因为地下水流量主要受到大孔径的不连续性的影响。

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