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Estimating geostatistical parameters and spatially-variable hydraulic conductivity within a catchment system using an ensemble smoother

机译:使用集成平滑器估算集水系统内的地统计参数和空间可变的水力传导率

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Groundwater flow models are important tools in assessing baseline conditions and investigating management alternatives in groundwater systems. The usefulness of these models, however, is often hindered by insufficient knowledge regarding the magnitude and spatial distribution of the spatially-distributed parameters, such as hydraulic conductivity (iK/i), that govern the response of these models. Proposed parameter estimation methods frequently are demonstrated using simplified aquifer representations, when in reality the groundwater regime in a given watershed is influenced by strongly-coupled surface-subsurface processes. Furthermore, parameter estimation methodologies that rely on a geostatistical structure of iK/i often assume the parameter values of the geostatistical model as known or estimate these values from limited data. brbr In this study, we investigate the use of a data assimilation algorithm, the Ensemble Smoother, to provide enhanced estimates of iK/i within a catchment system using the fully-coupled, surface-subsurface flow model CATHY. Both water table elevation and streamflow data are assimilated to condition the spatial distribution of iK/i. An iterative procedure using the ES update routine, in which geostatistical parameter values defining the true spatial structure of iK/i are identified, is also presented. In this procedure, parameter values are inferred from the updated ensemble of iK/i fields and used in the subsequent iteration to generate the iK/i ensemble, with the process proceeding until parameter values are converged upon. The parameter estimation scheme is demonstrated via a synthetic three-dimensional tilted v-shaped catchment system incorporating stream flow and variably-saturated subsurface flow, with spatio-temporal variability in forcing terms. Results indicate that the method is successful in providing improved estimates of the iK/i field, and that the iterative scheme can be used to identify the geostatistical parameter values of the aquifer system. In general, water table data have a much greater ability than streamflow data to condition iK/i. Future research includes applying the methodology to an actual regional study site.
机译:地下水流量模型是评估基线条件和研究地下水系统中管理替代方案的重要工具。然而,由于对控制这些模型的响应的诸如水力传导率( K )之类的空间分布参数的大小和空间分布的了解不足,常常阻碍了这些模型的实用性。经常使用简化的含水层表示法来证明建议的参数估算方法,而实际上,给定流域中的地下水状况受地表-地下过程强烈耦合的影响。此外,依赖于 K 地统计结构的参数估计方法通常假定地统计模型的参数值为已知值,或从有限的数据中估计这些值。 在这项研究中,我们研究了数据同化算法Ensemble Smoother的使用,该方法使用完全耦合的表层下表面在集水系统内提供 K 的增强估计值流模型CATHY。地下水位高程和流量数据都被同化,以调节 K 的空间分布。还介绍了使用ES更新例程的迭代过程,其中确定了定义 K 真实空间结构的地统计参数值。在此过程中,从更新的 K 字段集合中推断出参数值,并在随后的迭代中使用该参数来生成 K 集合,过程一直进行到参数值收敛为止在。通过合成的三维倾斜v形集水系统来证明参数估计方案,该系统结合了水流和可变饱和的地下水流,强迫项具有时空变化性。结果表明,该方法成功地提供了对 K 字段的改进估计,并且该迭代方案可用于识别含水层系统的地统计参数值。通常,地下水位数据具有比流数据条件 K 更大的能力。未来的研究包括将该方法应用于实际的区域研究站点。

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