通过机器学习而非反复试验来关闭形态动力学可调参数:应用于双相/双层模型

R. Meurice, S. Soares-Frazão
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引用次数: 0

摘要

基于物理学的数值模型通常依赖于多个参数来闭合。其中一些参数可以用既定的理论或经验闭合公式来表示。然而,其他一些参数则汇集了复杂的物理过程,因此只能作为可调整参数,通过试验和错误来校准。然而,校准数据并不总是可用的,这就使得这些模型无法应用于范围广泛的实验室或河流流量。因此,我们提出了一种基于机器学习的方法来关闭任何一组未关闭的相关参数,并将其应用于两相/两层(2P2L)形态动力学模型。该方法结合了数值实验、已知理论结果和机器学习。该方法适用于所考虑的模型,以关闭两个摩擦参数,而文献中缺乏可通用且广受认可的关闭公式。结合原始 2P2L 模型和闭合模型得出的混合模型在两个实验室溃坝试验案例中进行了测试。尽管过度平滑和低估了泥沙中的浓度,但混合模型的表现与文献中需要试验和误差校准的其他模型类似,并且在估计水沙混合物的惯性方面表现出很高的稳定性和准确性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Machine learning rather than trial and error to close morphodynamical tuneable parameters: application to a two-phase/two-layer model
Physics-based numerical models often depend on several parameters to close. Some of them can be expressed using established theoretical or empirical closure formulations. However, some others aggregate complex physical processes and are hence left as tuneable parameters, and can only be calibrated by trial and error. Yet, calibration data are not always available to do so, which prevents these models from being applied to wide ranges of laboratory or river flows. We hence propose a machine learning-based methodology to close any group of unclosed and correlated parameters, applied here to a two-phase/two-layer (2P2L) morphodynamical model. The methodology combines a numerical experiment with a known theoretical result and machine learning. It is applied to the considered model to close two friction parameters for which generalizable and vastly acknowledged closure formulations lack in the literature. The resulting hybrid model, combining the original 2P2L model and the closure models, is tested against two laboratory dam break test cases. Despite excessive smoothness and underestimation of the concentration in sediment, the hybrid model performed similarly to other models from the literature requiring trial and error calibration and showed high stability and accuracy regarding the estimation of the water-sediment mixture's inertia.
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