朱葛, 董世民, 潘子卜. 水力压裂非稳定激励下储层内动应力仿真模型[J]. 煤炭学报, 2021, 46(S1): 149-156. DOI: 10.13225/j.cnki.jccs.2020.0952
引用本文: 朱葛, 董世民, 潘子卜. 水力压裂非稳定激励下储层内动应力仿真模型[J]. 煤炭学报, 2021, 46(S1): 149-156. DOI: 10.13225/j.cnki.jccs.2020.0952
ZHU Ge, DONG Shimin, PAN Zibu. Simulation model of dynamic stress in reservoir under unsteady excitation of hydraulic fracturing[J]. Journal of China Coal Society, 2021, 46(S1): 149-156. DOI: 10.13225/j.cnki.jccs.2020.0952
Citation: ZHU Ge, DONG Shimin, PAN Zibu. Simulation model of dynamic stress in reservoir under unsteady excitation of hydraulic fracturing[J]. Journal of China Coal Society, 2021, 46(S1): 149-156. DOI: 10.13225/j.cnki.jccs.2020.0952

水力压裂非稳定激励下储层内动应力仿真模型

Simulation model of dynamic stress in reservoir under unsteady excitation of hydraulic fracturing

  • 摘要: 为解决传统压裂施工过程中储层破裂压力高、水力裂缝形态单一以及改造效果不理想等问题,许多新型压裂工艺改变常规压裂中的稳态注液方式,利用非稳定激励产生的动力效应提高压裂效果。然而,现有压裂理论关于储层内应力分布,水力裂缝起裂及扩展的研究大多基于静力学假设,针对上述问题建立了非稳定井筒内压激励下储层岩石的弹性动力学模型,并在模型外边界采用完全匹配层法模拟无限大储层,分别基于有限差分法及有限元法对动力学模型进行求解,分析了储层内部动应力分布规律,对比研究了4种常见岩性储层在不同激励频率下的周向应力响应幅值,以及不同岩性储层的动力学特性。研究结果表明:2种数值仿真方法的的计算结果基本一致;地应力在井筒附近产生的周向应力为负值,表现为压缩作用,水力裂缝起裂前井筒内压需首先克服地应力的影响,且井筒内壁周向应力在垂直于地层最小水平主应力方向取最大值;由于储层岩石的固有频率较高,低频范围内(<100 Hz)提高激励频率对储层内部的动应力波动幅值影响不大,为进一步改善压裂效果,在技术及成本允许的条件下应尽可能根据不同岩性储层的动力学特性设计施工过程中的激励频率;煤岩的共振频率相比于砂岩较小,即在较低的激励频率下就可以实现较好的压裂改造效果。该研究结果可为非稳定激励下储层岩石的破裂压力计算及施工设计中激励频率的选取提供理论指导。

     

    Abstract: In order to solve the problems of high break-down pressure, single fracture shape and unsatisfactory stimulation effect in the conventional fracturing process, many new fracturing technologies change the steady-state liquid injection mode, and improve the fracturing effect by using the dynamic effect generated by unstable excitation.However, most of the current researches on the stress distribution, initiation and propagation of hydraulic fractures are based on static assumptions.In view of the above problems, an elastic dynamics model of the reservoir rock under the excitation of unstable wellbore internal pressure is established, and the perfectly matched layer method is used to simulate the infinite reservoir at the outer boundary of the model.The dynamic model is solved by finite difference method and finite element method respectively.Furthermore, the dynamic stress distribution in the reservoir is analyzed.Also, the circumferential stress response amplitudes under different excitation frequencies and the dynamic characteristics of different lithologic reservoirs are compared and studied.The results show that the calculation results of the two numerical simulation methods are basically consistent.The circumferential stress produced by in-situ stress near the wellbore is negative, showing compression.Before hy-draulic fractures initiation, the internal pressure of the wellbore must first overcome the influence of in-situ stress, and the circumferential stress of the wellbore inner wall takes the maximum value in the direction perpendicular to the minimum horizontal principal stress of the reservoir.Due to the high natural frequency of reservoir rock, increasing the excitation frequency in the low frequency range(< 100 Hz) has little effect on the amplitude of dynamic stress fluctuation in the reservoir.To further improve the fracturing effect, the excitation frequency should be designed according to the dynamic characteristics of different lithologic reservoirs as far as possible under the constrains of technologies and costs.The resonance frequency of coal is smaller than that of sandstone, in other words, a better fracturing effect can be achieved under a lower excitation frequency.The research results can pro-vide a theoretical guidance for the calculation of break-down pressure of reservoir rock under unstable excitation and the selection of excitation frequency in fracturing design.

     

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