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Finite Element Modeling Of Slug Tests In An Aquifer With Stratigraphical And Structural Heterogeneities

机译:具有地层和结构非均质性的含水层中ug测试的有限元建模

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Slug interference tests using an array of multilevel active and monitoring wells permit enhanced aquifer characterization. Analyses of these field test data rely on numerical inverse models. In order to provide synthetic data sets and to have a better understanding of the flow mechanisms, we used a three-dimensional finite element analysis (FEHM) to explore the effects of idealized, stratigraphical (strata) and structural (faults) heterogeneities with low permeability values on the transient head field that is associated with slug tests in an aquifer. Firstly, we tested our model on homogeneous aquifers and the effectiveness of our modeling strategies have been validated via the excellent agreement of our modeling results with those of the semi-analytical model of Liu & Butler (1995). In our heterogeneity investigations, we embedded vertical and horizontal zones of lower permeability into a homogenous, isotropic, and confined aquifer to represent low-permeability faults and strata respectively. A slugged interval is located at the center of the aquifer. Effects of strata thickness and permeability contrast as well as other effects associated with the offset of low-permeability strata were explored. In particular, modeling results are represented by contour maps of peak travel time and maximum head perturbation of generated hydraulic pulses. Furthermore, various phenomena, such as real-time matrix diffusion, intermittent matrix-fracture interactions, and faster pulse arrival through a longer flow trajectory, are concretely presented in the snapshots of head perturbations in the aquifer. Our finite element modeling provides useful information for understanding the behaviors of diffusive pressure propagation in an aquifer with stratigraphical and/or structural heterogeneities, and for designing hydraulic tomography to enhance aquifer characterization.
机译:使用一系列多级活动井和监测井进行的段塞干扰测试可以增强含水层的特征。这些现场测试数据的分析依赖于数值逆模型。为了提供综合数据集并更好地理解流动机理,我们使用了三维有限元分析(FEHM)来研究低渗透率的理想化,地层(地层)和结构(断层)非均质性的影响与含水层中的段塞测试相关的瞬变水头场上的数值。首先,我们在均质含水层上测试了我们的模型,并且通过我们的建模结果与Liu&Butler(1995)的半解析模型的良好吻合,验证了我们的建模策略的有效性。在我们的非均质性研究中,我们将渗透率较低的垂直和水平区域嵌入均质,各向同性和密闭含水层中,分别代表低渗透断层和地层。滞塞间隔位于含水层的中心。探讨了地层厚度和渗透率对比的影响以及与低渗透性地层偏移相关的其他影响。尤其是,建模结果由峰值行进时间和生成的液压脉冲的最大头部扰动的等高线图表示。此外,在含水层中头部扰动的快照中具体呈现了各种现象,例如实时矩阵扩散,断续的矩阵-断裂相互作用以及通过较长流动轨迹的更快脉冲到达。我们的有限元建模为了解具有地层和/或结构异质性的含水层中扩散压力传播的行为,以及设计水力层析成像以增强含水层特征提供了有用的信息。

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