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3D modeling of geomechanical elastic properties in a carbonate-sandstone reservoir: a comparative study of geostatistical co-simulation methods

机译:碳酸盐砂岩储层地磁弹性特性的3D建模:地质统计协同仿真方法的比较研究

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摘要

Prediction of reservoir geomechanical elastic properties (Young's modulus, bulk modulus, shear modulus, and Poisson's ratio) plays an increasingly central role in optimizing drilling programs, reducing drilling risks and enhancing the well/reservoir productivity. Yet the construction of physically reliable three-dimensional models of elastic properties which match a set of data measurements at Earth's surface or inside a borehole continues to challenge researchers and practitioners. In the current research, a methodology is proposed to model the elastic moduli of a reservoir using laboratory measurements and well logs as the primary variable conditioned to the seismic acoustic impedance (AI) as an auxiliary variable. The modeling procedure includes: (1) the shear velocity (V-s) values are estimated from the compressional velocity (V-p) values of the sonic log, (2) the V-p and V-s are used to estimate the dynamic elastic moduli at the well locations, (3) the static elastic moduli are computed from the dynamic ones, (4) Poisson's ratio (theta(s)) and Young's modulus (E-s) are simulated interdependently and conditioned to the AI field using geostatistical methods, and (5) shear and bulk moduli are calculated from the theta(s) and E-s values. The proposed methodology is applied on a real case study and the accuracy of sequential Gaussian co-simulation (Co-SGS), as the most commonly used method in property modeling, was compared with another stochastic method named turning bands co-simulation (TBCo-Sim). To ensure the authenticity and accuracy of the resulting models, the observed and simulated values of moduli are compared at the four wells whose data were not included in the simulation and the reproducibility of spatial correlation structure is examined. The results indicate that TBCo-Sim has less error in reproducing variograms and observed data compared to Co-SGS.
机译:对水库地质力学弹性的预测(杨氏模量,散装模量,剪切模量和泊松比)在优化钻井计划中起着越来越核心的作用,从而减少钻孔风险并提高井/储层生产力。然而,在地球表面或钻孔内部匹配地球表面或钻孔内部匹配的弹性特性的物理上可靠的三维模型的构造继续挑战研究人员和从业者。在目前的研究中,提出了一种使用实验室测量和井测量作为辅助变量的主变量的主要变量来模拟储层的弹性模量。建模过程包括:(1)剪切速度(VS)值估计Sonic Log的压缩速度(VP)值,(2)VP和VS用于估计井位置处的动态弹性模量, (3)静态弹性模量由动态,(4)泊松比(THETA)和杨氏模量相互依赖性和调节到AI场,使用地统计方法和(5)剪切和剪切批量模态由θ和es值计算。将所提出的方法应用于实际情况研究和顺序高斯共模(CO-SG)的准确性,作为属性建模中最常用的方法,与另一个名为Turning Bands Co-Simulation的另一个随机方法进行比较(TBCo- SIM)。为了确保所得模型的真实性和准确性,在将数据未包括在模拟中的四个孔中比较了模拟的观察和模拟值,并且检查了空间相关结构的再现性。结果表明,与CO-SGS相比,TBCO-SIM在再现变变函数和观察数据时具有更少的误差。

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