压裂规划中弹性特性和应力各向异性的考虑

A. Krasnikov, R. Melikov, V. Pavlov, N. Pavlyukov, M. Subbotin
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引用次数: 0

摘要

复杂油气藏的开发离不开水平井钻井、多级水力压裂等先进技术。用于水力压裂的地质力学建模是评估技术限制和风险以及提高储层处理效率的基本工具。在对实际水力压裂数据进行水平应力建模和校准的方法中,考虑了额外的特征,以弥补宽带声学计算的泊松比的低对比度:弹性特性v -各向异性、调整到机械相的Biot系数的变化、静态弹性特性与基于岩心测量的岩石物理参数之间的相关性。定向岩心样品的实验室测量结果表明,弹性特性的各向异性导致平行和垂直于地层层理的静态杨氏模量差异高达80 - 100%,泊松比高达10 - 20%。考虑到这些结果,应力计算导致各向同性和各向异性剖面之间的差异高达20%,这对水力裂缝的几何形状产生了重大影响。岩石在荷载作用下的行为是不同的,这是由岩石颗粒的性质和它们之间的接触决定的。因此,在估计弹性参数(包括Biot系数(α))时,机械相的剖面分离具有重要作用,例如页岩、砂岩和/或碳酸盐的弹性参数是不同的。对机械相α的正确估计可以使应力计算与通过小型压裂作业获得的实际测量结果之间取得良好的一致性,从而提高裂缝几何形状预测的精度。另一种弥补基于标准一维地质力学工作流程计算的应力对比不足的工具是使用岩石物理参数,如孔隙度、粘土含量、中子密度及其与静态弹性特性的相关性,来估计最小水平应力。该方法可以提高地质力学模型与现场观测的拟合程度,但适用范围有限。本文表明,在油田开发规划的初始阶段,通过特殊的测井和岩心测量对岩石性质进行额外研究,可以显著降低地质力学建模的不确定性,提高对水力压裂和裂缝几何形状的理解,这是油气生产和项目或整个资产经济评价的基础。本文提出了基于特殊实验室岩心测试、弹性性质各向异性和Biot系数评价的适应性地质力学建模工作流程,以根据现场测量和观测以及现有井的压裂数据调整复杂油藏的水平应力剖面。
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Consideration of Elastic Properties and Stresses Anisotropy in Fracturing Planning
Development of complex-build oil and gas reservoirs is associated with advanced technologies such as horizontal wells drilling and multi-stage hydraulic fracturing. Geomechanical modeling for hydraulic fracturing purposes is a fundamental tool for assessing technological constraints and risks, as well as increasing efficiency of reservoir treatment. In proposed approach of horizontal stresses modeling and calibration to the actual hydraulic fracturing data additional features considered to compensate low contrast of Poisson's ratio calculated from broadband acoustics: elastic properties TIV-anisotropy, variation of Biot coefficient adjusted to mechanical facies, correlations between static elastic properties and petrophysical parameters based on core measurements. Lab measurements on oriented core samples revealed elastic properties anisotropy that caused difference of the static young's modulus parallel and perpendicular to the formation bedding up to 80 – 100%, and for the Poisson's ratio is up to 10 – 20%. Considering these results stress calculation leads to a difference between an isotropic and anisotropic profile up to 20%, this has significant impact on the hydraulic fracture geometry. The rock behavior under load is different and is determined by the properties of the rock grains and the contact between them. Thus, the section separation into mechanical facies plays an important role when estimating elastic parameters, including Biot coefficient (α), which is different for shales, sand and/or carbonate, for example. Correct estimation of α with respect to mechanical facies allows achieving good agreement between stress calculation and actual measurements obtained with a mini-frac job, thereby increasing fracture geometry prediction accuracy. Another tool to compensate lack of stress contrast calculated based on standard 1D geomechanical workflow is the use of petrophysical parameters such as porosity, clay content, neutron density and its correlation with static elastic properties to estimate minimum horizontal stress. This method may improve geomechanical model matching with field observations, but it has a limited scope of application. In this paper demonstrated that additional study of the rock properties with special logging and core measurements at initial phase of field development planning may significantly reduce geomechanical modeling uncertainties and improve understanding of hydraulic fracturing and fracture geometry, which is a basis for hydrocarbon production and economic evaluation of the project or the whole asset. The paper presents adapted geomechanical modeling workflow based on special lab core testing and elastic properties anisotropy and Biot coefficient evaluation to adjust the horizontal stresses profiles in complex-build reservoirs to the field measurements and observations as well as to fracturing data in existing wells.
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