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Nonlinear flow regimes and fractal dimensions of rock fracture networks

机译:岩石裂隙网络的非线性流态和分形维数

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This article is the summary for the thesis (Liu, 2016) receiving the best doctoral thesis award from the Japanese Society for Rock Mechanics (JSRM) in the fiscal year of 2016. First, a review study is presented to introduce previous studies on estimating permeability of discrete fracture networks. Mathematical expressions of permeability are summarized with the geometric properties, including: fracture length distribution, aperture distribution, fracture surface roughness, fracture dead-end, number of intersections, hydraulic gradient, boundary stress, anisotropy, and scale. Second, high-precision fluid flow tests and numerical simulations by solving the Navier-Stokes equations are conducted to investigate the nonlinear flow properties of fluid in both intersections and fracture networks. The results show that with the increment of the hydraulic gradient, the ratio of flow rate to hydraulic gradient decreases. When taking account of fracture surface roughness, the ratio of flow rate to hydraulic gradient would reduce by 0 - 26.55%. Finally, the fractal properties of rock fracture networks are characterized and a fractal model is proposed to link the fractal characteristics with the equivalent permeability of the fracture networks. The fractal dimension DT that represents the tortuosity of the fluid flow and another fractal dimension Df that represents the geometric distribution of fractures in the networks, are introduced into the model. The results indicate that compared with the parallel plate model, the maximum deviation of the calculated flow volume that considers the effect of tortuosity can be as high as 19.51%. A multiple fractal model for estimating the permeability of dual-porosity media is proposed. Analytical expressions for the fractal aperture distribution, the total flow rate, the total equivalent permeability, and the dimensionless permeability are derived. Thus the permeability of fractured rock masses could be easily assessed using the proposed method as a first order estimation.
机译:本文是该论文的摘要(Liu,2016年),该论文在2016财年获得了日本岩石力学学会(JSRM)的最佳博士学位论文奖。首先,提出了一项综述研究,以介绍有关渗透率估算的先前研究。离散的裂缝网络。渗透率的数学表达式用几何特性进行了总结,包括:裂缝长度分布,孔径分布,裂缝表面粗糙度,裂缝死角,相交数,水力梯度,边界应力,各向异性和尺度。其次,通过求解Navier-Stokes方程进行高精度的流体流动测试和数值模拟,以研究交叉点和裂缝网络中流体的非线性流动特性。结果表明,随着水力梯度的增加,流量与水力梯度的比值减小。考虑裂缝表面粗糙度时,流量与水力梯度之比将降低0-26.55%。最后,对岩石裂隙网络的分形特性进行了表征,并提出了分形模型,将分形特征与裂隙网络的等效渗透率联系起来。将代表流体曲折性的分形维数DT和代表网络中裂缝的几何分布的另一个分维数Df引入模型中。结果表明,与平行板模型相比,考虑曲折影响的计算流量最大偏差可高达19.51%。提出了一种用于估计双孔隙介质渗透率的多重分形模型。推导了分形孔径分布,总流速,总等效渗透率和无量纲渗透率的解析表达式。因此,使用提议的方法作为一阶估算,可以轻松地评估裂隙岩体的渗透率。

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