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不同粗糙度裂隙渗流特性数值模拟研究

Numerical simulation of seepage characteristics of fractures with different roughness

  • 摘要: 岩石裂隙粗糙度对其渗流特性有重要影响。以巴顿十条标准轮廓线为基础,采用COMSOL数值模拟软件建立粗糙单裂隙渗流模型,开展不同粗糙度裂隙渗流特性研究工作,监测渗流过程中渗流速度的变化,并通过立方定律的修正式对渗透率进行计算,与此同时观测裂隙通道内的应力变化情况。研究结果表明:裂隙粗糙度对渗流速度影响较大,随着粗糙度系数(JRC)值的增大,裂隙渗流的最大流速和平均流速都在逐渐减小;裂隙渗流过程中有涡流场产生,且随着粗糙度的增大涡流场愈发紊乱,而涡流场会影响速度场的变化;岩石裂隙的渗透率随着JRC值的增大而增大,且呈对数函数递增趋势;裂隙通道内的最大压力受裂隙粗糙度的影响起伏波动较大,在JRC值为8~10时,最大压力达到最小值;裂隙通道内的最小压力随着JRC值的增大而呈现出逐渐减小的趋势。

     

    Abstract: The roughness of rock fracture has an important influence on its seepage characteristics. On the basis of Barton ten standard contour line, this article adopts the numerical simulation software COMSOL to establish a coarse single fracture seepage model, and studies seepage characteristics of different rough fracture, monitoring the change of seepage velocity in the process of seepage, and the permeability is calculated by the modification of the cubic law, at the same time, the stress variation in the fracture passage is observed. The results show that:the fracture roughness has a great influence on seepage velocity, with the increase of roughness coefficient (JRC), the maximum and average flow velocity in fracture seepage decrease gradually; in the process of fracture seepage, the eddy current field is generated, and with the increase of roughness, the eddy current field becomes more and more disordered in the process of fracture seepage, and the eddy current field will affect the change of velocity field; the permeability of rock fracture increases with the increase of JRC values and shows a logarithmic increasing trend; the maximum pressure in the fracture passage fluctuates greatly under the influence of fracture roughness, when the JRC value is from 8 to 10, the maximum pressure reaches the minimum value; the minimum pressure in the fissure passage decreases with the increase of JRC value.

     

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