Numerical Simulation Study of Proppant Transport in Cross Fractures

Cong Lu, Li Ma, Jianchun Guo
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Abstract

Hydraulic fracturing technology is an important means to stimulate unconventional reservoirs, and the placement morphology of proppant in cross fractures is a key factor affecting the effect of hydraulic fracturing. It is very important to study the proppant transport law in cross fractures. In order to study the proppant transportation law in cross fractures, based on the CFD-DEM method, a proppant transport model in cross fractures was established. From the two aspects of the flow field in the fractures and the morphology of the proppant dune, the influence of the natural fracture approach angle, the fracturing fluid viscosity and injection rate on the proppant transport is studied. Based on the principle of hydropower similarity, the conductivity of proppant dune under different conditions is quantitatively studied. The results show that the natural fracture approach angle affects the distribution of proppant and fracturing fluid in natural fractures, and further affects the proppant placement morphology in hydraulic fractures and natural fractures. When the fracturing fluid viscosity is low and the displacement is small, the proppant forms a "high and narrow" dune at the entrance of the fracture. With the increase of the fracturing fluid viscosity and injection rate, the proppant settles to form a "short and wide" placement morphology. Compared with the natural fracture approach angle, the fracturing fluid viscosity and injection rate have a more significant impact on the conductivity of proppant dune. This paper investigated the proppant transportation in cross fractures, and quantitatively analyzes the conductivity of proppant dunes with different placement morphology. The results of this study can provide theoretical guidance for the design of hydraulic fracturing.
支撑剂在交叉裂缝中运移的数值模拟研究
水力压裂技术是非常规储层增产的重要手段,而支撑剂在交叉裂缝中的放置形态是影响水力压裂效果的关键因素。研究支撑剂在交叉裂缝中的运移规律具有十分重要的意义。为了研究支撑剂在交叉裂缝中的运移规律,基于CFD-DEM方法,建立了支撑剂在交叉裂缝中的运移模型。从裂缝内流场和支撑剂沙丘形态两个方面,研究了天然裂缝进近角、压裂液粘度和注入速率对支撑剂运移的影响。基于水力相似原理,定量研究了不同条件下支撑剂沙丘的导电性。结果表明:天然裂缝进近角影响支撑剂和压裂液在天然裂缝中的分布,进而影响支撑剂在水力裂缝和天然裂缝中的放置形态。当压裂液粘度较低、排量较小时,支撑剂在裂缝入口处形成“高而窄”的沙丘。随着压裂液粘度和注入速率的增加,支撑剂沉降形成“短而宽”的充填形态。与天然裂缝接近角相比,压裂液粘度和注入速率对支撑剂沙丘导流能力的影响更为显著。研究了支撑剂在交叉裂缝中的运移规律,定量分析了不同充填形态支撑剂沙丘的导流能力。研究结果可为水力压裂设计提供理论指导。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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