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Novel basin modelling concept for simulating deformation from mechanical compaction using level sets

机译:使用水平集模拟机械压实变形的新型盆地建模概念

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As sedimentation progresses in the formation and evolution of a depositional geologic basin, the rock strata are subject to various stresses. With increasing lithostatic pressure, compressional forces act to compact the porous rock matrix, leading to overpressure buildup, changes in the fluid pore pressure and fluid flow. In the context of petroleum systems modelling, the present study concerns the geometry changes that a compacting basin experiences subject to deposition. The purpose is to track the positions of the rock layer interfaces as compaction occurs. To handle the challenge of potentially large geometry deformations, a new modelling concept is proposed that couples the pore pressure equation with a level set method to determine the movement of lithostratigraphic interfaces. The level set method propagates an interface according to a prescribed speed. The coupling term for the pore pressure and level-set equations consists of this speed function, which is dependent on the compaction law. The two primary features of this approach are the simplicity of the grid and the flexibility of the speed function. A first evaluation of the model concept is presented based on an implementation for one spatial dimension accounting for vertical effective stress. Isothermal conditions with a constant fluid density and viscosity were assumed. The accuracy of the implemented numerical solution for the case of a single stratigraphic unit with a linear compaction law was compared to the available analytical solution [38]. The multi-layer setup and the nonlinear case were tested for plausibility.
机译:随着沉积在沉积地质盆地的形成和演化中的进行,岩石地层会受到各种应力的作用。随着岩石静压力的增加,压缩力起到压实多孔岩石基体的作用,导致过压累积,流体孔隙压力和流体流量发生变化。在石油系统建模的背景下,本研究涉及压实盆地经历沉积的几何变化。目的是在压实发生时跟踪岩石层界面的位置。为了应对潜在的大几何变形的挑战,提出了一种新的建模概念,该模型将孔隙压力方程与水平集方法结合起来,确定岩性地层界面的运动。级别设置方法根据规定的速度传播接口。孔隙压力和水平集方程的耦合项由该速度函数组成,该速度函数取决于压实规律。这种方法的两个主要特征是网格的简单性和速度函数的灵活性。基于考虑垂直有效应力的一个空间维度的实现,对模型概念进行了首次评估。假定流体密度和粘度恒定的等温条件。将具有线性压实定律的单个地层单元实施的数值解的精度与可用的解析解进行了比较[38]。测试了多层设置和非线性情况的合理性。

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