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A Bayesian consistent dual ensemble Kalman filter for state-parameter estimation in subsurface hydrology

机译:用于水下水文学状态参数估计的贝叶斯一致性双集合卡尔曼滤波器

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Ensemble Kalman filtering (EnKF) is an efficient approach to addressing uncertainties in subsurface ground-water models. The EnKF sequentially integrates field data into simulation models to obtain a better characterization of the model's state and parameters. These are generally estimated following joint and dual filtering strategies, in which, at each assimilation cycle, a forecast step by the model is followed by an update step with incoming observations. The joint EnKF directly updates the augmented state-parameter vector, whereas the dual EnKF empirically employs two separate filters, first estimating the parameters and then estimating the state based on the updated parameters. To develop a Bayesian consistent dual approach and improve the state-parameter estimates and their consistency, we propose in this paper a one-step-ahead (OSA) smoothing formulation of the state-parameter Bayesian filtering problem from which we derive a new dual-type EnKF, the dual EnKF(OSA). Compared with the standard dual EnKF, it imposes a new update step to the state, which is shown to enhance the performance of the dual approach with almost no increase in the computational cost. Numerical experiments are conducted with a two-dimensional (2-D) synthetic groundwater aquifer model to investigate the performance and robustness of the proposed dual EnKFOSA, and to evaluate its results against those of the joint and dual EnKFs. The proposed scheme is able to successfully recover both the hydraulic head and the aquifer conductivity, providing further reliable estimates of their uncertainties. Furthermore, it is found to be more robust to different assimilation settings, such as the spatial and temporal distribution of the observations, and the level of noise in the data. Based on our experimental setups, it yields up to 25% more accurate state and parameter estimations than the joint and dual approaches.
机译:集合卡尔曼滤波(EnKF)是解决地下地下水模型不确定性的有效方法。 EnKF顺序地将现场数据集成到仿真模型中,以更好地表征模型的状态和参数。这些通常是根据联合和双重过滤策略估算的,其中在每个同化周期中,模型的预测步骤之后是带有输入观测值的更新步骤。联合EnKF直接更新增强后的状态参数矢量,而对偶EnKF在经验上采用两个单独的滤波器,首先估算参数,然后根据更新后的参数估算状态。为了开发贝叶斯一致对偶方法并改善状态参数估计及其一致性,我们在本文中提出了状态参数贝叶斯滤波问题的一步一步(OSA)平滑公式,由此得出了新的对偶方法。键入EnKF,即双EnKF(OSA)。与标准的对偶EnKF相比,它对状态施加了一个新的更新步骤,这表明它可以提高对偶方法的性能,而几乎不会增加计算成本。使用二维(2-D)合成地下水含水层模型进行了数值实验,以研究所提出的双重EnKFOSA的性能和鲁棒性,并根据联合和双重EnKFs的结果评估其结果。所提出的方案能够成功地恢复液压头和含水层的电导率,从而提供了不确定性的进一步可靠估计。此外,还发现它对于不同的同化设置(例如观测值的空间和时间分布以及数据中的噪声级别)更加健壮。根据我们的实验设置,与联合方法和对偶方法相比,其状态和参数估计的准确度高出25%。

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