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首页> 外文期刊>Advances in Water Resources >Inverse analysis of stochastic moment equations for transient flow in randomly heterogeneous media
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Inverse analysis of stochastic moment equations for transient flow in randomly heterogeneous media

机译:随机非均质介质中瞬态流动随机矩方程的反分析

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摘要

We present a nonlinear stochastic inverse algorithm that allows conditioning estimates of transient hydraulic heads, fluxes and their associated uncertainty on information about hydraulic conductivity (K) and hydraulic head (h) data collected in a randomly heterogeneous confined aquifer. Our algorithm is based on Laplace-transformed recursive finite-element approximations of exact nonlocal first and second conditional stochastic moment equations of transient flow. It makes it possible to estimate jointly spatial variations in natural log-conductivity (Y = lnK), the parameters of its underlying variogram, and the variance-covariance of these estimates. Log-conductivity is parameterized geostatistically based on measured values at discrete locations and unknown values at discrete "pilot points". Whereas prior values of Y at pilot point are obtained by generalized kriging, posterior estimates at pilot points are obtained through a maximum likelihood fit of computed and measured transient heads. These posterior estimates are then projected onto the computational grid by kriging. Optionally, the maximum likelihood function may include a regularization term reflecting prior information about Y. The relative weight assigned to this term is evaluated separately from other model parameters to avoid bias and instability. We illustrate and explore our algorithm by means of a synthetic example involving a pumping well. We find that whereas Y and h can be reproduced quite well with parameters estimated on the basis of zero-order mean flow equations, all model quality criteria identify the second-order results as being superior to zero-order results. Identifying the weight of the regularization term and variogram parameters can be done with much lesser ambiguity based on second- than on zero-order results. A second-order model is required to compute predictive error variances of hydraulic head (and flux) a posteriori. Conditioning the inversion jointly on conductivity and hydraulic head data results in lesser predictive uncertainty than conditioning on conductivity or head data alone.
机译:我们提出了一种非线性随机逆算法,该算法可根据在随机非均质承压含水层中收集的有关水力传导率(K)和水力头(h)数据的信息,对瞬态水头,通量及其相关的不确定性进行条件估计。我们的算法基于瞬态流的精确非局部第一和第二条件随机矩方程的拉普拉斯变换递归有限元逼近。它使得可以联合估计自然对数电导率(Y = lnK)的空间变化,其基本变异函数的参数以及这些估计的方差-协方差。对数电导率基于离散位置的测量值和离散“先导点”的未知值进行地统计参数化。通过通用克里金法获得了先导点的Y的先验值,而先导点的后验估计是通过计算和测量的瞬变水头的最大似然拟合获得的。然后通过克里金法将这些后验估计投影到计算网格上。可选地,最大似然函数可以包括反映关于Y的先验信息的正则项。分配给该项的相对权重与其他模型参数分开进行评估,以避免偏差和不稳定性。我们通过一个涉及抽水井的综合示例来说明和探索我们的算法。我们发现,使用基于零阶平均流方程估算的参数可以很好地再现Y和h,但所有模型质量标准都将二阶结果标识为优于零阶结果。识别正则项和变异函数参数的权重,可以基于二阶结果而不是零阶结果,以较少的歧义来完成。需要二阶模型来计算后部液压头(和流量)的预测误差方差。与仅对电导率或水头数据进行调节相比,对电导率和水头数据进行联合条件反演的预测不确定性要小。

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  • 来源
    《Advances in Water Resources》 |2009年第10期|1495-1507|共13页
  • 作者单位

    Dipartimento lngegneria Idraulica, Ambientale, Infrastrutture Viarie, Rilevamento (D.I.I.A.R.) Politecnico di Milano, Piazza L. Da Vinci, 32,I-20133 Milano, Italy;

    Dipartimento lngegneria Idraulica, Ambientale, Infrastrutture Viarie, Rilevamento (D.I.I.A.R.) Politecnico di Milano, Piazza L. Da Vinci, 32,I-20133 Milano, Italy;

    Department of Hydrology and Water Resources, University of Arizona, Tucson, AZ, United States;

    Dipartimento lngegneria Idraulica, Ambientale, Infrastrutture Viarie, Rilevamento (D.I.I.A.R.) Politecnico di Milano, Piazza L. Da Vinci, 32,I-20133 Milano, Italy;

    Center for Geophysical Investigation of the Shallow Subsurface, Boise State University, ID, United States;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    stochastic inversion; transient flow; moment equations; geostatistics;

    机译:随机反转瞬时流量力矩方程地统计学;

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