脉冲压裂中裂缝闭合支撑剂柱动态特性表征新方法

Cong Lu, Li Zhili, Zheng Yunchuan, C. Yin, Yuan Canming, Yulong Zhou, Zhang Tao, Jianchun Guo
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引用次数: 2

摘要

脉冲压裂在非常规油藏中得到了广泛的应用。通过脉冲泵送支撑剂浆和清洁液,在人工裂缝中形成不连续的支撑剂柱,脉冲压裂的导流能力比常规水力压裂的导流能力提高了几个数量级。然而,由于对支撑剂柱在闭合压力和支撑剂正应力作用下的变形规律认识不清,导致裂缝导流能力计算困难,支撑剂优选。首先,根据雷诺相似准则进行置换施工和实验位移,通过大型可视化平板装置提取出3种典型支撑柱放置结构;支撑剂柱的杨氏模量在改良的API导电性电池中计算。其次,采用光滑颗粒法(SPH)将支撑剂柱分散成颗粒。利用上述实验得到的参数,建立裂缝-支撑剂柱接触模型,模拟支撑剂柱的变形过程,得到支撑剂颗粒的法向应力。第三,提取稳定支撑剂柱的形态,建立裂缝-支撑剂柱流动模型,计算不同闭合压力下的裂缝导流能力。模拟结果表明,随着闭合压力从14MPa增加到41MPa,裂缝宽度呈加速下降趋势,在初始半径为9 mm的支撑剂柱支撑下裂缝宽度最大,从2.52mm减小到1.72mm,支撑剂柱半径越大,裂缝宽度越大,三种支撑剂柱颗粒的正应力均从73MPa变为110MPa。椭圆圆柱形支撑剂柱具有最大的裂缝导流能力。其断裂导电性由12500D•cm降至3630D•cm。支撑剂浆液的施工位移和脉冲时间越大,裂缝导流能力越大。本文所建立的模型可以计算出不同闭合压力下支撑剂颗粒的法向应力和裂缝导流能力,对施工参数和支撑剂类型的选择具有重要的指导意义。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A Novel Method for Characterizing the Dynamic Behavior of Proppant Pillars With Fracture Closure in Pulse Fracturing
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 12500D•cm to 3630D•cm. 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.
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