Fracture closure and conductivity decline modeling – Application in unpropped and acid etched fractures

Amirhossein Kamali, Maysam Pournik
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引用次数: 27

Abstract

Natural fractures, hydraulically generated fractures, and acid etched fractures have some degree of fracture face roughness that generates flow conductivity. While it has been proven both theoretically and experimentally that fracture conductivity depends on fracture face roughness, there are limited models that can predict fracture conductivity at different closure stresses for these various fracture roughness patterns. In addition, some of the models require detailed statistical and topographical surface profile parameters, which limit their field application.

A numerical model is developed to study the closure of rough surfaces in contact. Both asperities and semi-infinite half-spaces are assumed to be deformable. The mechanical interaction among asperities is accounted for and its effect on the fracture closure is investigated. Asperity failure is also considered in the model and the results are compared to that of perfectly elastic contact. Aperture profiles that are the output of the closure model are used to solve the fluid flow problem and study the effect of closure stress on fracture conductivity.

It is evident in our results that the closure behavior depends on the etching pattern as well as the elastic properties of the surface. The performance of a rough fracture depends on its initial aperture, asperity height distribution, roughness pattern, and the closure stress range. Certain fracture roughness patterns were able to withstand the closure stress while undergoing lower amounts of closure. Our model tends to predict fracture closure and conductivity behavior better than widely used correlations.

This paper discusses the closure of fractures and attempts to shed more light on the performance of such a stimulation technique by comparing the closure behavior of some particular surface patterns. Our model can be used to determine the most optimum fracture system for a given reservoir condition.

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裂缝闭合和导电性下降模型-在无支撑和酸蚀裂缝中的应用
天然裂缝、水力压裂裂缝和酸蚀裂缝具有一定程度的裂缝表面粗糙度,从而产生导流能力。虽然理论和实验都证明裂缝导流能力取决于裂缝面粗糙度,但对于这些不同的裂缝粗糙度模式,能够预测不同闭合应力下裂缝导流能力的模型有限。此外,一些模型需要详细的统计和地形表面轮廓参数,这限制了它们的现场应用。建立了粗糙表面接触闭合的数值模型。凸起和半无限半空间都假定是可变形的。考虑了裂纹间的力学相互作用,并对其对断裂闭合的影响进行了研究。模型还考虑了粗糙破坏,并与完全弹性接触的结果进行了比较。利用闭合模型输出的孔径剖面求解流体流动问题,研究闭合应力对裂缝导流能力的影响。在我们的结果中很明显,闭合行为取决于蚀刻模式以及表面的弹性特性。粗裂缝的性能取决于其初始孔径、粗糙度高度分布、粗糙度模式和闭合应力范围。某些裂缝粗糙度模式能够承受较低闭合量的闭合应力。我们的模型倾向于比广泛使用的相关性更好地预测裂缝闭合和导电性行为。本文讨论了裂缝的闭合,并试图通过比较一些特定表面模式的闭合行为来阐明这种增产技术的性能。该模型可用于确定给定储层条件下的最优裂缝系统。
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