Pressure Transient Behaviors of Discretely Fractured Reservoirs Using a Numerical Discrete Fracture Model

Zhiming Chen, Biao Zhou, Shaoqi Zhang, Wei Yu
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引用次数: 2

Abstract

The conventional dual-porosity model (Warren and Root 1963) may not apply to naturally fractured reservoirs which have poorly connected fractures. To narrow this gap, a discrete fracture model based numerical well testing (NWT) model is developed for pressure transient analysis in vertical wells interacting with natural fractures. The accuracy and practicality of the proposed model have been demonstrated by model verifications. The results show that the flow regimes of the vertical well interacting with natural fractures can be divided into wellbore storage and skin effects, bilinear flow, linear flow, radial flow, natural-fracture (NF) effect, and boundary-dominated flow. This radial flow is the radial flow of the formation before pressure propagates to natural fractures, which is virtually quite different from that in the conventional dual-porosity model (Warren and Root 1963). However, there are no bilinear and linear flow stages in the vertical well interacting with no natural fractures. It is found that the vertical well interacting with natural fractures has a lower pressure depletion. It is also found that the "V-shape" caused by the NF effect in the pressure derivative curve becomes deeper when there are more natural fractures, longer natural fractures, and higher fracture conductivity. Furthermore, the "V-shape" appears earlier and the duration of the NF effect is longer as the number of natural fractures increases. Besides, with the decrease of the distance between the fracture and well, the impacts of natural fractures on pressure transient behaviors of the vertical well are more significant. This work provides a meaningful way to understand the pressure transient behaviors of discrete natural fractures.
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基于离散裂缝数值模型的离散裂缝性储层压力瞬态行为
传统的双重孔隙度模型(Warren and Root 1963)可能不适用于裂缝连接不良的天然裂缝性储层。为了缩小这一差距,开发了一种基于离散裂缝模型的数值试井(NWT)模型,用于与天然裂缝相互作用的直井压力瞬态分析。通过模型验证,证明了该模型的准确性和实用性。结果表明:直井与天然裂缝相互作用的流动形态可分为井筒储层效应、双线性流、线性流、径向流、天然裂缝效应和边界主导流;这种径向流动是压力传播到天然裂缝之前地层的径向流动,实际上与传统的双重孔隙度模型(Warren and Root 1963)有很大不同。然而,直井中没有双线性和线性流动阶段,没有天然裂缝相互作用。研究发现,与天然裂缝相互作用的直井具有较低的压力衰竭。同时发现,当天然裂缝越多、天然裂缝越长、裂缝导流能力越高时,由NF效应引起的压力导数曲线“v”形越深。随着天然裂缝数量的增加,“v”型裂缝出现的时间越早,NF效应持续的时间越长。此外,随着裂缝与井的距离减小,天然裂缝对直井压力瞬态特性的影响更为显著。这项工作为了解离散天然裂缝的压力瞬态特性提供了一种有意义的方法。
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