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Calibration of two rock-frame models using deterministic and probabilistic approaches: Application to a carbonate reservoir in south-west Iran

机译:使用确定性和概率方法校准两个摇滚框架模型:在西南伊朗碳酸盐储层的应用

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摘要

Calibration of the rock-frame elastic properties is an important step in establishing the rock-physics models for quantitative seismic reservoir characterization. While several empirical and theoretical rock-frame models have been proposed in the literature, their applicability to carbonate rocks is challenged due to their specific textural and varied pore type characteristics. Here, the suitability of an empirical model (Nur's critical porosity), and a semi-empirical inclusion-based model (Keys-Xu) for a hard rock carbonate reservoir in south-west Iran is examined. Wireline log data in conjunction with deterministic and probabilistic optimization algorithms are employed to calibrate the free parameters in these models, as well as the minerals' effective elastic moduli and density. The optimum values derived from the very fast simulated annealing algorithm were comparable to the estimated values from a probabilistic calibration workflow (Markov chain Monte Carlo sampling-based method). The uncertainty quantification via the probabilistic approach indicates higher uncertainty is associated with the calibrated clay elastic parameters (10%-13%) compared to the uncertainty associated with the calcite elastic moduli (1%-3%) in both rock-frame models. This could be attributed to the dominance of the calcite mineral and lack of variability in clay volume fraction in the interval of interest. The uncertainty associated with critical porosity and pore aspect ratio are 3% and 7%, respectively. The results of this case study show that simple rock frame models with only one free parameter (critical porosity or pore aspect ratio) could successfully model the elastic logs without resorting to more sophisticated rock-frame models.
机译:岩石框架弹性特性的校准是建立定量地震储层特征的岩石物理模型的重要一步。虽然在文献中提出了几种实验和理论摇滚框架模型,但由于其特定的纹理和变化的孔型特性,它们对碳酸盐岩的适用性受到挑战。这里,研究了伊朗西南伊朗的硬岩石碳酸盐储层的实证模型(NUR的关键孔隙度)和基于半经验夹杂物的模型(Keys-Xu)的适用性。使用有线日志数据与确定性和概率优化算法一起使用来校准这些模型中的自由参数,以及矿物质的有效弹性模量和密度。从非常快速的模拟退火算法导出的最佳值与概率校准工作流程的估计值相当(马尔可夫链蒙特卡罗采样的方法)。通过概率方法的不确定性定量表明与校准的粘土弹性参数(10%-13%)相比,与岩石框架模型中的方解石弹性模量(1%-3%)相关的不确定性相比,不确定度与校准的粘土弹性参数(10%-13%)相关。这可能归因于方解石矿物质的优势,并且在感兴趣的间隔中粘土体积分数缺乏可变性。与关键孔隙率和孔宽高比相关的不确定性分别为3%和7%。本案例研究的结果表明,只有一个自由参数(关键孔隙度或孔宽高比)的简单岩石框架模型可以成功地模拟弹性日志,而无需诉诸更复杂的摇滚框架模型。

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