考虑微构造特征的深部煤层地应力模型及其应用

A novel model for calculating in situ stress within deep coal seams considering microstructural characteristics and its application

  • 摘要:
    目的 地应力研究是地质与工程分析的桥梁和纽带,准确掌握地应力规律对保障工程效率和开发效益至关重要,深部煤层微构造发育,尚缺乏有效的地应力计算模型。
    方法和结果 将构造划分为宏观构造和微构造,建立考虑微构造特征的地应力计算模型,该模型将水平地应力的来源分为3部分:垂向应力引起的水平分量、宏观构造应力引起的水平分量和微构造应力引起的水平分量,基于应力张量分解法可同时计算地应力的大小和方向。利用新模型计算了2口直井的地应力,地应力大小计算结果和声发射测试结果对比,最大相对误差为8.20%;地应力方向计算结果和测井解释结果对比,最大相对误差为4.58%。利用建立的模型,参考邻井资料,分段计算了3口未测井水平井地应力大小和方向,地应力方向预测结果与微地震监测结果对比,相对误差0.29%~13.89%。利用地应力计算结果预测了一口水平井压裂裂缝展布形态,预测结果与微地震监测结果相符。新模型为地应力计算提供了新思路,实现了单井地应力的精细求解。
    结论 这一精细化的地应力计算结果在油气工程中有以下两方面的应用价值:一方面,在钻井工程中,精确的地应力参数可显著提高井壁稳定性分析的可靠性,优化钻井液密度设计,降低井壁坍塌与漏失等井下风险;另一方面,在储层压裂改造中,基于单井地应力剖面可指导压裂分段分簇的设计,合理规避应力阴影效应,提升裂缝网络的复杂度与导流能力,从而实现更高效的储层改造和增产目标。

     

    Abstract:
    Objective  Research on in situ stress serves as a bridge between geological and engineering analyses. Accurate insights into in situ stress regimes are crucial for ensuring engineering efficiency and development benefits. However, microstructures are well developed in deep coal seams, for which no effective model is currently available for calculating in situ stress.
    Methods and Results By classifying structures into macrostructures and microstructures, this study established a novel model for calculating in situ stress in deep coal seams while considering microstructural characteristics. In the novel model, the horizontal in situ stress was decomposed into three components: the horizontal components induced by vertical stress and macroscopic and microscopic tectonic stresses. The novel model allows for the simultaneous calculation of the magnitude and orientations of in situ stress through stress tensor decomposition. This model was applied to calculate in situ stress in two vertical wells. The calculated magnitudes and orientations of in situ stress were compared with acoustic emission experimental data and log interpretation data, respectively, yielding maximum relative errors of 8.20% and 4.58%. Based on the novel model and the data from adjacent wells, the magnitudes and orientations of in situ stress in three unlogged horizontal wells were calculated in a staged manner. The predicted in situ stress orientations were validated using microseismic monitoring results, yielding relative errors ranging from 0.29% to 13.89%. Based on the calculated in situ stress, the propagation morphologies of simulated fractures in a horizontal well were predicted. The prediction results aligned well with microseismic monitoring results. The novel model provides a new approach for calculating in situ stress, enabling fine-scale determination of in situ stress within individual wells.
    Conclusions The fine-scale calculation results of in situ stress hold great values in applications in two aspects in the field of petroleum engineering: (1) in drilling engineering, accurate in situ stress parameters help significantly enhance the reliability of wellbore stability analysis, optimize drilling fluid density design, and mitigate the risks of wellbore collapse and lost circulation; (2) In reservoir fracturing, single-well in situ stress profiles can provide guidance the design of fracturing stages and clusters to effectively mitigate stress shadowing effects and enhance the complexity and conductivity of fracture networks, thereby achieving efficient reservoir stimulation and production growth.

     

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