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Stochastic modeling of oscillatory pumping in heterogeneous aquifers with application to Boise aquifer test

机译:应用在博伊西含水层试验中的异质含水层振荡泵送的随机建模

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Oscillatory pumping tests consist of injecting periodic discharge into an aquifer and measuring head response along vertical piezometers surrounding the well. The aim is to identify the specific storativity s and conductivity K of the aquifer, which are generally spatially variable. Recently, an analytical solution for oscillating head in a homogeneous formation was derived and applied to the Boise aquifer test site (Rabinovich et al., 2015). Equivalent properties S-eq, K-eq were identified by best fit of the computed and measured heads. Here, this approach is generalized for heterogeneous aquifers of spatially variable logconductivity (Y = InK), which is modeled as a stationary space random function characterized by K-G (geometric mean), sigma(2)(Y) (variance), I and I-nu (horizontal and vertical integral scales). Semi-analytical solutions are obtained for the mean head amplitude (vertical bar H vertical bar ) and phase by a first order approximation in sigma(2)(Y). Application to a given realization requires a large ratio between the well length and I-nu, as well as availability of a large number of measurements (ergodicity). We define a correction term, psi representing the impact of heterogeneity on H . Investigating the dependence of psi upon the distance from the pumping well reveals the existence of a few regimes, namely a near well region in which it is independent of period and far away, where the solution pertains to a homogeneous aquifer of effective properties. The solution is applied to the Boise aquifer test by a best fit of vertical bar H vertical bar with the measured head in 3 piezometers, for a given value of sigma(2)(Y) = 0.5. In spite of the departure from ergodicity, the identification of K-G is quite robust and in agreement with previous tests while that of I is subject to uncertainty. An additional method for improving the identification of K by conditioning on measured point-wise head (co-kriging) is also outlined.
机译:振荡泵送试验包括将周期性放电注入含水层和沿井周围的垂直压力计测量头部响应。目的是识别含水层的特定储存性S和电导率k,其通常是空间可变的。近来,衍生并上,衍生并上,以均匀形成振荡头部的分析溶液(Rabinovich等,2015)。等效属性S-EQ,通过最佳计算和测量的头部识别K-EQ。这里,这种方法是针对空间可变性伐木(Y =墨水)的异构含水层的推广,其被建模为特征的静态空间随机函数,其特征在于kg(几何平均值),sigma(2)(y)(y),i和i -nu(水平和垂直积分尺度)。为平均头部幅度(垂直条H垂直条&)和相位获得半分析溶液,通过Σ(2)(Y)的第一阶近似。在给定的实现中的应用需要井长度和I-Nu之间的大比率,以及大量测量的可用性(ergodicity)。我们定义校正项,表示异质性对&的影响。 H&gt ;.研究PSI对泵浦井距离的依赖性揭示了几种制度的存在,即它与周期和远处无关的近孔区域,其中溶液涉及有效性质的均匀含水层。通过最适合的&垂直条H垂直条&GT将该溶液应用于Boise Aquifer测试。用3压力计中的测量头,对于Sigma(2)(Y)= 0.5的给定值。尽管偏离遍历,但K-G的鉴定是非常强大的,并且与先前的测试一致,而我的不确定性则受到不确定性。还概述了通过调节测量的点亮头(Co-Kriging)来改善k鉴定的另外的方法。

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