Complex Geological Modeling and Quality Assurance Using Unstructured Grids

S. Harris, Samita Santoshini, Sheleem Kashem, Thomas Viard, A. Levannier, Azeddine Benabbou
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引用次数: 2

Abstract

Conceptual limitations of existing gridding technologies often lead to undesirable simplifications to the modeling of structurally complex areas, and consequently poor predictions. We present a structural modeling and gridding workflow that limits these modeling compromises. A volume-based 3D structural model based on fault and horizon surfaces is constructed from input data that has undergone basic quality checking using a variety of techniques. The critical step in the grid creation is the definition of a flattened (‘depositional’) space that deforms the structural model mesh under mechanical constraints. A 3D ‘unstructured’ grid is created in the depositional space, based on ‘cutting’ a property-populated, regular cuboidal grid by the geological discontinuities. The tectonic consistency and better preservation of geodetic distance make the flattened space ideal for a range of property modeling approaches. The forward-deformation of the grid into true geological space tends to preserve the layer-orthogonality of the grid columns and makes the grid more suited to numerical simulation approximations. The final grid is unstructured, high quality and an accurate representation of the input structural model. The 3D structural model, depositional space transform and grid geometries all provide valuable information on the structural quality of the input data. The stretching and deforming of the orthogonal local axes in the transformation from depositional space to geological space are used to focus further effort on structural model quality assurance (QA). The key step in generating accurate property population and simulation models is the application of QA metrics on the grid geometry; the transformation from depositional space to geological space is used to generate a set of grid properties that highlight potential structural inconsistencies or data quality issues back in the structural model. We present several examples based on a range of structurally complex models, and demonstrate the downstream impact of applying this QA workflow throughout the stages of input data validation, structural model creation and grid creation.
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使用非结构化网格的复杂地质建模和质量保证
现有网格技术的概念限制经常导致对结构复杂区域的建模进行不必要的简化,从而导致较差的预测。我们提出了一个结构建模和网格工作流,限制了这些建模妥协。通过使用多种技术对输入数据进行基本质量检查,构建基于断层和水平面的体三维结构模型。网格创建的关键步骤是定义一个平坦的(“沉积”)空间,在机械约束下变形结构模型网格。在沉积空间中创建了一个3D“非结构化”网格,基于地质不连续的“切割”属性填充,规则的立方体网格。构造一致性和更好地保存大地测量距离使平坦空间成为一系列属性建模方法的理想选择。网格向真实地质空间的前向变形有利于保持网格柱的层正交性,使网格更适合于数值模拟近似。最终的网格是非结构化的,高质量的,并且是输入结构模型的准确表示。三维结构模型、沉积空间变换和网格几何都为输入数据的结构质量提供了有价值的信息。从沉积空间到地质空间的转换过程中,利用正交局部轴的拉伸和变形作为构造模型质量保证(QA)的重点。生成准确的属性分布和仿真模型的关键步骤是在网格几何上应用QA度量;从沉积空间到地质空间的转换用于生成一组网格属性,这些属性突出了结构模型中潜在的结构不一致性或数据质量问题。我们基于一系列结构复杂的模型给出了几个例子,并演示了在输入数据验证、结构模型创建和网格创建阶段应用此QA工作流的下游影响。
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