A fundamental study of proppant behavior in hydraulic fractures using particle based numerical simulations

J. Takekawa, H. Mikada
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Abstract

Hydraulic fracturing technique has been widely used in the development of unconventional oil reservoirs or of enhanced geothermal systems. To prevent the induced fractures from closing, supporting materials (proppants) are pumped into the induced hydraulic fractures. The ultimate goal of hydraulic fracturing is to keep high conductive flow paths from the surrounding formation to the wellbore. In the past decade, some new techniques have been proposed to improve the fracture conductivity (e.g. surface modification agent). Among these techniques, making open channels throughout the induced fracture is one of the most effective options due to its drastic enhancement of conductivity, thereby production. In this technique, fluid with and without proppant is alternately pumped into the well. This treatment creates discontinuous proppant pillars in a hydraulic fracture, and then, the fracture conductivity could be improved significantly. However, proppant slurry behavior inside the fracture still remains poorly understood. In the present study, we applied a smoothed particle hydrodynamics (SPH) method to the fluid-solid interaction analysis in order to investigate proppant behavior inside the fracture. Our final goal is to establish analysis method for slurry behavior in hydraulic fractures. As a preliminary step toward the final goal, we simulate the Couette flow between coaxial cylinders to investigate the accuracy of the coupled simulation with the SPH method. We evaluate the L2-norm error as a function of the number of particles along the diameter of the inner cylinder. As a result, about 15 and 20 particles are required to achieve less than 15 % and 10 % error, respectively. Based on this result, at least 20 particles along the diameter of proppant grains should be used. In the future study, many effects (viscosity of fluid, grain shape, fracture roughness) on the efficiency of creating open channels will be investigated by using the proposed method.
基于颗粒的数值模拟对水力裂缝中支撑剂行为的基础研究
水力压裂技术已广泛应用于非常规油藏开发或增强型地热系统开发。为了防止诱导裂缝关闭,将支撑材料(支撑剂)泵入诱导水力裂缝中。水力压裂的最终目标是保持从周围地层到井筒的高导流路径。近十年来,人们提出了一些提高裂缝导流能力的新技术(如表面改性剂)。在这些技术中,在诱导裂缝中形成开放通道是最有效的选择之一,因为它可以显著提高导流能力,从而提高产量。在该技术中,将含和不含支撑剂的流体交替泵入井中。该处理在水力裂缝中形成不连续的支撑剂柱,从而显著提高裂缝导流能力。然而,对于裂缝内支撑剂泥浆的行为仍然知之甚少。在本研究中,我们将光滑颗粒流体动力学(SPH)方法应用于流固相互作用分析,以研究裂缝内支撑剂的行为。我们的最终目标是建立水力裂缝中泥浆行为的分析方法。作为实现最终目标的第一步,我们模拟了同轴圆柱间的Couette流动,以研究SPH方法耦合模拟的准确性。我们将l2范数误差作为沿内圆柱体直径的粒子数的函数进行评估。因此,大约需要15和20个粒子才能分别实现小于15%和10%的误差。根据这一结果,支撑剂颗粒直径方向上至少应使用20个颗粒。在未来的研究中,将使用该方法研究流体粘度、颗粒形状、断裂粗糙度等对形成明渠效率的影响。
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