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Numerical local upscaling of elastic geomechanical properties for heterogeneous continua

机译:异构连续型弹性地质力学性能的数值局部升高

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摘要

An efficient, numerical local upscaling technique for estimating elastic geomechanical properties in heterogeneous continua is proposed. The upscaled anisotropic elastic properties are solved locally with various boundary conditions and reproduce the anisotropic geomechanical response of fine-scale simulations of sand-shale sequence models with horizontal and inclined shale bedding planes. The algorithm is automated in a parallel program and can be used to determine optimum upscaling ratios in different regions of the reservoir. The successful application of the proposed upscaling method in a field-scale coupled reservoir-geomechanics simulation demonstrates an improvement in overall computational efficiency while maintaining accuracy in the geomechanical response and reservoir performance.
机译:提出了一种有效的数值局部升高技术,用于估算异构连续型中的弹性地质力学性质。 升高的各向异性弹性物质在局部地解决了各种边界条件,并再现了用水平和倾斜的页岩床上用品平面的砂岩序列模型的精细模拟的各向异性地质力学响应。 该算法在并行程序中自动化,可用于确定储存器的不同区域中的最佳上升比。 在现场耦合储层 - 地质力学模拟中成功应用提出的Upscate方法在现场耦合储层 - 地质力学模拟中表现出整体计算效率的提高,同时保持地质力学响应和储层性能的准确性。

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