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A semianalytical well-testing model of fracture-network horizontal wells in unconventional reservoirs with multiple discretely natural fractures

机译:多规储层中骨折网络水平井的半同型井测试模型,具有多种离散的自然裂缝

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Microseismic data shows that some unconventional reservoirs comprise well-developed natural fractures and complex hydraulic fracture networks. It is neither practical nor advantageous to simulate a huge number of natural and hydraulic fractures with numerical models. Given that the conventional dual-porosity models are not applicable to the highly discrete natural fractures, the paper develops a semianalytical well testing model for horizontal wells with hydraulic fracture networks and randomly-distributed discretely natural fractures.The proposed model has the capability to analyze the pressure behaviors by considering complex fracture networks and isolated natural fractures rapidly and efficiently. The model includes diffusivity equations in three domains: (1) matrix, (2) discretely natural fractures, and (3) hydraulic fracture networks. The pressure transient solution of these diffusivity equations is obtained by using Laplace transforms and superposition principle. We verify the presented model by performing a case study with a numerical simulator for complex natural fractures.It is found that there are some interesting flow behaviors for fracture-network horizontal well with discretely natural fractures like bilinear flow, “V-shape” caused by fluid supply, pseudo boundary-dominated flow, impact of natural fractures, etc. The pseudo boundary-dominated flow provides us the information about how large the area covered by hydraulic fracture networks. The impact of natural fracture shows the parameters of natural fractures. This work provides a good understanding of transient pressure behaviors in unconventional reservoirs and guidelines for the producer optimize field development and well economics.
机译:微震数据表明,一些非常规储层包括发育良好的自然骨折和复杂的液压骨折网络。模拟具有数值模型的大量自然和液压骨折既不实用也不是有利的。鉴于传统的双孔隙率模型不适用于高度离散的自然骨折,该论文为水力骨折网络和随机分布的自然裂缝进行了半阳台井测试模型。所提出的模型具有分析的能力通过迅速有效地考虑复杂的骨折网络和隔离自然骨折来实现压力行为。该模型包括三个域中的扩散方程:(1)矩阵,(2)自然裂缝,(3)液压断裂网络。通过使用拉普拉斯变换和叠加原理来获得这些扩散率方程的压力瞬态解决方案。我们通过对复杂的自然骨折的数值模拟器进行案例研究来验证所提出的模型。发现骨折网络水平有一些有趣的流动性,与双线性流动等离径自然骨折,“V形”引起流体供应,伪界面主导的流动,自然骨折的影响等。伪界面主导的流程为我们提供了有关液压骨折网络覆盖的区域多大的信息。自然骨折的影响显示了自然骨折的参数。这项工作对生产者优化现场开发和井经济的非传统水库和指南提供了对瞬态压力行为的良好理解。

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