基于三维有限元的水力压裂电磁监测方法数值模拟OA
Numerical Simulation of Electromagnetic Monitoring Methods for Hydraulic Fracturing Based on Three-Dimensional Finite Element Modeling
为了实现水力压裂裂缝几何参数在不同埋深与尺度条件下的有效评估,开展了 3 类电磁监测方法在水力压裂场景中的数值模拟研究.采用三维有限元方法(3D Finite Element Method,3D FEM)建立了水平井多裂缝水力压裂电磁响应模型,并通过与基准模型对比验证了数值算法的准确性和有效性,在此基础上系统研究和分析了可控源电磁法、地井电磁法和井间电磁法在不同发射源操作频率、裂缝间距、裂缝形态、支撑剂电导率及裂缝规模参数条件下的电磁响应特征与敏感性规律.研究结果表明:电磁场的敏感分量与裂缝走向密切相关,其中可控源电磁法和地井电磁法的Ey分量以及井间电磁法的Ezz分量对裂缝几何参数最为敏感;在所分析的频率范围内,约 10 Hz的操作频率在信号强度与探测深度之间取得较优平衡,适合于远场裂缝监测;当水力压裂支撑剂电导率约为 1 000 S/m 时,裂缝电磁响应的可分辨性显著增强;可控源电磁法适用于浅层大规模水力压裂(埋深小于 500 m),井间电磁法更适合深层大规模裂缝监测,而地井电磁法在小尺度裂缝探测方面具有补充优势.综合分析认为,这 3 类电磁监测方法在不同埋深与裂缝尺度条件下具有明显的互补性,其联合应用可获得浅层与深层水力压裂的一维和二维电磁响应特征,为水力压裂裂缝几何参数评估与监测方案优化提供理论依据和技术参考.
To enable effective evaluation of hydraulic fracturing fracture geometry under different burial depths and scales,this study conducts numerical simulations of three electromagnetic monitoring approaches in hydraulic fracturing scenarios.A three-dimensional finite element method(3D FEM)is employed to construct electromagnetic response models of multi-fracture hydraulic fracturing in horizontal wells,and the accuracy and validity of the numerical algorithm are verified through comparisons with benchmark models.On this basis,the electromagnetic response characteristics and sensitivity patterns of controlled-source electromagnetic,surface-to-borehole electromagnetic,and cross-well electromagnetic methods are systematically investigated and analyzed under varying source operating frequencies,fracture spacing,fracture geometries,proppant electrical conductivity,and fracture scale parameters.The results indicate that the sensitive field components are strongly dependent on fracture orientation,with the Ey component of the controlled-source electromagnetic and surface-to-borehole electromagnetic methods and the Ezz component of the cross-well electromagnetic method being most sensitive to fracture geometric parameters.Within the analyzed frequency range,an operating frequency of approximately 10 Hz achieves an optimal balance between signal strength and investigation depth and is suitable for far-field fracture monitoring.When the electrical conductivity of hydraulic fracturing proppants is approximately 1 000 S/m,the distinguishability of fracture-related electromagnetic responses is significantly enhanced.The controlled-source electromagnetic method is effective for characterizing shallow,large-scale hydraulic fractures(burial depth less than 500 m),the cross-well electromagnetic method is more suitable for monitoring deep,large-scale hydraulic fractures,whereas the surface-to-borehole electromagnetic method provides complementary capabilities for detecting small-scale fractures.Overall,the three electromagnetic monitoring approaches exhibit strong complementarity across different burial depths and fracture scales,and their combined application enables the acquisition of one-dimensional and two-dimensional electromagnetic responses of both shallow and deep hydraulic fracturing,providing a theoretical basis and technical reference for fracture geometry evaluation and monitoring strategy optimization.
吴世伟;刘得军;冯雪
中国石油大学(北京)人工智能学院,北京 102249中国石油大学(北京)人工智能学院,北京 102249||青岛黄海学院钱学森学院,山东 青岛 266427中国石油大学(北京)人工智能学院,北京 102249
天文与地球科学
水力压裂有限元可控源电磁法井间电磁法水力裂缝地井电磁法
hydraulic fracturingfinite elementcontrollable source electromagnetic method(CSEM)cross-well electromagnetic methodhydraulic fracturesurface-to-borehole electromagnetic method
《测井技术》 2026 (1)
16-27,41,13
国家自然科学基金项目"水平井水力压裂裂缝的多分量低频电磁表征机制与特征模拟研究"(42074124)
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