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A Novel Method for Characterizing the Dynamic Behavior of Proppant Pillars With Fracture Closure in Pulse Fracturing

机译:一种新的脉冲压裂断裂柱的动态行为的表征

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The pulse fracturing is widely used in unconventional reservoirs. It alternately pulse pumping the proppant slurry and clean fluid to form discontinuous placement proppant pillars in the artificial fractures and the pulse fracture conductivity is several orders of magnitude higher than conventional hydraulic fracture conductivity. However, the understanding of the deformation law of proppant pillar under the action of closure pressure and proppant normal stress is unclear, resulting in difficult to calculate the fracture conductivity and prefer proppant. Firstly, replacement construction and experimental displacement by Renault Similarity Criteria, three typical proppant pillars placement structures are extracted through the large-scale visualized flat plate device. The Young's modulus of the proppant pillars are calculated in modified API conductivity cell. Secondly, proppant pillars are dispersed into particles by the Smooth Particle Method (SPH). Using the parameters obtain from the above experiments, fracture-proppant pillar contact models are established to simulate the deformation process of proppant pillar and get normal stress of proppant particles. Thirdly, extracting the shape of stabilized proppant pillars, establish the fracture-proppant pillar flow model, calculate the fracture conductivity in different closure pressure. The simulation results show that as the closure pressure increases from 14MPa to 41MPa, the fracture width present an accelerated downward trend, The fracture width under the support of the initial radius of 9 mm proppant pillars are the largest, decreasing from 2.52mm to 1.72mm, the larger the radius of the proppant pillar, the greater the fracture width, the normal stress of three types of proppant pillar particles are both changed from 73MPa to 110MPa. The elliptical cylinder proppant pillar has the largest fracture conductivity. Its fracture conductivity is reduced from 12500Dcm to 3630Dcm. The larger the construction displacement and the pulse time of proppant slurry, the greater the fracture conductivity. The model in this article can calculate the normal stress of proppant particle and fracture conductivity in different closure pressure, which can significantly guide the choice of construction parameters and the type of proppant.
机译:脉冲压裂广泛用于非传统水库。交替脉冲泵送支撑剂浆料和清洁流体以形成人工骨折的不连续放置支柱,脉冲断裂导电性是比传统液压裂缝导电性高的几个数量级。然而,在闭合压力和支撑剂正常应力的作用下,对支撑柱的变形定律的理解尚不清楚,导致难以计算断裂导电性和更喜欢支撑剂。首先,通过雷诺相似标准更换结构和实验位移,通过大规模可视化平板装置提取三个典型的支撑柱放置结构。在改进的API电导率下计算支撑柱的杨氏模量。其次,通过光滑的颗粒法(SPH)分散到颗粒中的支撑柱。使用从上述实验中获得的参数,建立断裂支撑柱接触型号,以模拟支撑柱的变形过程并获得支撑剂颗粒的正常应力。第三,提取稳定的支撑柱的形状,建立骨折支撑柱流量模型,计算不同闭合压力的断裂电导率。仿真结果表明,随着封闭压力从14MPa增加到41MPa,裂缝宽度呈现加速下降趋势,初始半径的裂缝宽度为9毫米支撑柱的初始距离是最大的,从2.52mm达到最大,减少到1.72mm ,支撑柱的半径越大,骨折宽度越大,三种类型的支撑柱颗粒的正常应力均为73MPa至110MPa。椭圆缸支撑柱具有最大的裂缝导电性。其断裂电导率从12500dcm降至3630dcm。施工位移越大,支撑剂浆料的脉冲时间越大,断裂导电性越大。本文中的模型可以在不同的闭合压力下计算支撑剂颗粒和断裂电导率的正常应力,这可以显着指导施工参数的选择和支撑剂的类型。

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