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Highly parameterized inverse estimation of hydraulic conductivity and porosity in a three-dimensional, heterogeneous transport experiment

机译:在三维非均质输运实验中对水力传导率和孔隙率进行高度参数化的逆估计

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摘要

[1] Assessing the impact of parameter estimation accuracy in models of heterogeneous, three-dimensional (3-D) groundwater systems is critical for predictions of solute transport. A unique experimental data set provides concentration breakthrough curves (BTCs) measured at a 0.25~3 cm~3 scale over the 13 x 8 x 8 cm~3 domain (~53,000 measurement locations). Advective transport is used to match the first temporal moments of BTCs (or mean arrival times, m_1) averaged at 0.25~3 and 1.0 cm~3 scales through simultaneous inversion of highly parameterized heterogeneous hydraulic conductivity (K) and porosity (φ) fields. Pilot points parameterize the fields within eight layers of the 3-D medium, and estimations are completed with six different models of the K-φ relationship. Parameter estimation through advective transport shows accurate estimation of the observed m_1 values. Results across the six different K-φ) relationships have statistically similar fits to the observed m_1 values and similar spatial estimates of m_1 along the main flow direction. The resulting fields provide the basis for forward transport modeling of the advection-dispersion equation (ADE). Using the estimated K and φ fields demonstrates that advective transport coupled with inversion using dense spatial field parameterization provides an efficient surrogate for the ADE. These results indicate that there is not a single set of model parameters, or a single K-φ relationship, that leads to a best representation of the actual experimental sand packing pattern (i.e., nonuniqueness). Additionally, knowledge of the individual sand K and φ values along with their arrangement in the 3-D experiment does not reproduce the observed transport results at small scales. Small-scale variation in the packing and mixing of the sands causes large deviations from the expected transport results as highlighted in forward ADE simulations. Highly parameterized inverse estimation is able to identify those regions where variations in mixing and packing alter the expected property values and significantly improve results relative to the naive application of the experimentally derived property values. Impacts of the observation scale, the scale over which results are averaged and the number of observations and parameters on the final estimations are also examined. Results indicate existence of a representative element volume (REV) at 0.25 cm~3, the existence of subgrid scale heterogeneity that impacts transport and the accuracy of highly parameterized models with even relatively small amounts of observations. Finally, this work suggests that local-heterogeneity features below the REV scale are difficult to incorporate into parameterized models, highlighting the importance of addressing prediction uncertainty for small-scale variability (i.e., uncaptured variability) in modeling practice.
机译:[1]在非均质,三维(3-D)地下水系统模型中评估参数估计精度的影响对于溶质运移的预测至关重要。独特的实验数据集提供了在13 x 8 x 8 cm〜3域(约53,000个测量位置)上以0.25〜3 cm〜3的比例测量的浓度突破曲线(BTC)。通过同时反演高度参数化的非均质水力传导率(K)和孔隙度(φ)场,利用主动输送来匹配平均0.25〜3和1.0 cm〜3尺度的BTC的第一瞬时矩(或平均到达时间m_1)。试点将3-D介质的八层内的场参数化,并使用六个不同的K-φ关系模型完成估算。通过对流输运进行的参数估计显示了对观测到的m_1值的准确估计。六个不同的K-φ关系的结果在统计上与所观察到的m_1值具有相似的拟合度,并且在主流方向上具有m_1的相似空间估计。由此产生的场为对流扩散方程(ADE)的正向输运建模提供了基础。使用估计的K和φ场表明,对流输运结合使用密集空间场参数化的反演可为ADE提供有效的替代。这些结果表明,没有单一的模型参数集或单一的K-φ关系能够最好地表示实际的实验性沙堆模式(即非唯一性)。此外,在3-D实验中对单个砂K和φ值的了解以及它们的排列方式无法在小规模上再现观察到的传输结果。沙子的填充和混合的小范围变化会导致与预期运输结果的较大偏差,正向ADE模拟中强调了这一点。高度参数化的逆估计能够识别混合和填充变化会改变预期特性值的那些区域,并相对于原始应用实验得出的特性值显着改善结果。还考察了观察量表,将结果平均化的量表以及观察数和参数对最终估计值的影响。结果表明,在0.25 cm〜3处存在代表性的元素体积(REV),存在影响运输的亚网格规模异质性,即使是相对较少的观测值,也高度参数化了模型的准确性。最后,这项工作表明,REV尺度以下的局部异质性特征难以纳入参数化模型中,从而突出了在建模实践中解决小尺度变异性(即未捕获的变异性)的预测不确定性的重要性。

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  • 来源
    《Water resources research》 |2012年第10期|W10536.1-W10536.17|共17页
  • 作者

    Hongkyu Yoon; Sean A. McKenna;

  • 作者单位

    Geoscience Research and Applications Group, Sandia National Laboratories, Albuquerque, NM 87185, USA;

    Geoscience Research and Applications Group, Sandia National Laboratories, Albuquerque, New Mexico, USA;

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