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一种基于高斯过程灵敏度的新型无抽样次表层数据同化算法。

A novel sampling-free algorithm for subsurface data assimilation using Gaussian process-derived sensitivities.

机构信息

National Demonstration Center for Environment and Planning, College of Geography and Environmental Science, Henan University, Kaifeng, 475004, China; Henan Key Laboratory of Earth System Observation and Modeling, Henan University, Kaifeng, 475004, China.

Institute of Eco-Environmental Research, Zhejiang University of Science and Technology, 318 Liuhe Road, Hangzhou 310023, China.

出版信息

J Contam Hydrol. 2021 Oct;242:103884. doi: 10.1016/j.jconhyd.2021.103884. Epub 2021 Aug 28.

Abstract

Accurate characterization of hydraulic parameters is vital for modeling subsurface flow and transport. In the past decade, ensemble-based methods have been widely applied in estimating unknown parameters from state measurements. However, these methods require sufficiently large ensemble sizes to guarantee the accuracy of the ensemble averaged parameter sensitivities, leading to heavy computational burdens especially in large-scale problems. Although different surrogates have been introduced to alleviate the computational burden, the sensitivity information therein is still calculated by sampling the surrogate. Therefore, the sampling error is still inevitable. In this study, we propose an adaptive Gaussian process (GP) based iterative smoother (GPIS) algorithm in which the parameter sensitivity indices are analytically derived from the GP surrogate. During the iterations, the GP surrogate is adaptively refined by taking the updated parameter realizations as new base points. Both numerical and experimental cases are conducted to test the effectiveness of GPIS. We also compare its performance in estimating the heterogeneous hydraulic conductivity field with that of its prototype iterative ensemble smoother (IES) and our previously developed GP based iterative ensemble smoother (GPIES). Results show that, using the GP-derived sensitivity indices, GPIS shows advantages over GPIES in terms of both estimation accuracy and computational efficiency. Although subsurface flow and transport problems are considered in this work, the proposed method can be equally applied in other hydrological problems.

摘要

准确刻画水力参数对于地下水流和运移的模拟至关重要。在过去十年中,基于集合的方法已被广泛应用于从状态测量中估计未知参数。然而,这些方法需要足够大的集合大小来保证集合平均参数敏感性的准确性,从而导致特别是在大规模问题中的计算负担过重。尽管已经引入了不同的替代方法来减轻计算负担,但其中的敏感性信息仍然是通过对替代物进行采样来计算的。因此,采样误差仍然不可避免。在本研究中,我们提出了一种基于自适应高斯过程(GP)的迭代平滑器(GPIS)算法,其中参数敏感性指数是从 GP 替代物中分析得出的。在迭代过程中,通过将更新后的参数实现作为新的基点,自适应地细化 GP 替代物。我们进行了数值和实验案例来测试 GPIS 的有效性。我们还比较了它在估计非均质水力传导率场方面的性能与其原型迭代集合平滑器(IES)和我们之前开发的基于 GP 的迭代集合平滑器(GPIES)的性能。结果表明,使用基于 GP 的敏感性指数,GPIS 在估计精度和计算效率方面均优于 GPIES。尽管本工作考虑了地下水流和运移问题,但所提出的方法同样可以应用于其他水文问题。

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