Experimental Study on the Wall Factor for Rod-Shaped Proppant Settling in Vertical Fracture

Zhaopeng Zhu, Xianzhi Song, Xuezhe Yao, Shuo Zhu, Silin Jing
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Abstract

Hydraulic fracturing is an important technology to improve oil and gas production. In recent years, rod-shaped proppant has received increasing attention for its advantages in avoiding fracture closure and enhancing conductivity. Due to its special shape, the settling process in the fracture is more complicated than that of a spherical proppant. Accurate description of the wall factor of fracture on the settling rod-shaped proppant is pivotal in predicting the transport distance of rod-shaped proppant and improving the effect of fracturing. However, few researches have been reported about the fracture wall factor on the settling rod-shaped proppant. In this study, the transparent fracture model with different width and a high-speed camera were used to record the settling process of the rod-shaped proppant in the fracture. A total of 215 tests were carried out to analyze the effects of fluid properties, the equivalent dimensionless diameter, sphericity, and Reynolds number on the wall factor, involving the ranges of the equivalent dimensionless diameter and the particle Reynolds number are 0.03 to 1.47 and 0.03–1354.14, respectively. The settling processes of rod-shaped proppant under horizontal and vertical states were studied, and two wall factor models for the two states were established, respectively. The results show that the wall factor is a function of both the equivalent dimensionless diameter and Reynolds number. Finally, the prediction models of wall factor with the prediction error of 1.70 and 4.44% are established for these two Reynolds number regions, respectively. The results of this study can further improve the performance of rod-shaped proppant in hydraulic fracturing.
垂直裂缝中杆状支撑剂沉降的壁系数试验研究
水力压裂是提高油气产量的一项重要技术。近年来,杆状支撑剂因其在避免裂缝闭合和提高导流能力方面的优势而受到越来越多的关注。由于其特殊的形状,其在裂缝中的沉降过程比球形支撑剂更为复杂。准确描述压裂对柱状支撑剂沉降的壁因子,对于预测柱状支撑剂运移距离,提高压裂效果至关重要。然而,关于柱状支撑剂沉降对裂缝壁影响的研究很少。本研究采用不同宽度的透明裂缝模型和高速摄像机记录了杆状支撑剂在裂缝中的沉降过程。共进行了215次试验,分析了流体性质、等效无量纲直径、球度和雷诺数对壁面因子的影响,其中等效无量纲直径和颗粒雷诺数的范围分别为0.03 ~ 1.47和0.03 ~ 1354.14。研究了柱状支撑剂在水平和垂直状态下的沉降过程,分别建立了两种状态下的壁面因子模型。结果表明,壁面因子是等效无量纲直径和雷诺数的函数。最后,对这两个雷诺数区域分别建立了预测误差为1.70和4.44%的壁因子预测模型。研究结果可以进一步提高杆状支撑剂在水力压裂中的性能。
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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