Hydro-morphodynamics 2D modelling using a discontinuous Galerkin discretisation

M. Clare, J. Percival, A. Angeloudis, C. Cotter, M. Piggott
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引用次数: 12

Abstract

The development of morphodynamic models to simulate sediment transport accurately is a challenging and highly complex process given the non-linear and coupled nature of the sediment transport problem. We implement a new depth-averaged coupled hydrodynamic and sediment transport model within the coastal ocean model Thetis, built using the code generating framework Firedrake which facilitates code flexibility and optimisation benefits. To the best of our knowledge, this represents the first full morphodynamic model using a discontinuous Galerkin based finite element discretisation, to include both bedload and suspended sediment transport. We apply our model to problems with non-cohesive sediment and account for effects of gravity and helical flow by adding slope gradient terms and parametrising secondary currents. For validation purposes and to demonstrate model capability, we present results from the common test cases of a migrating trench and a meandering channel comparing against experimental data and the widely used model Telemac-Mascaret.

There is a high degree of uncertainty associated with morphodynamic models, in part due to incomplete knowledge of various physical, empirical and numerical closure related parameters in both the hydrodynamic and morphodynamic solvers. We therefore also present examples of how an adjoint model can be used to calibrate or invert for the values of these parameters from either experimental results or real-world erosion profiles.

使用不连续伽辽金离散化的流体形态动力学二维建模
考虑到泥沙输运问题的非线性和耦合性,建立精确模拟泥沙输运的形态动力学模型是一个具有挑战性和高度复杂的过程。我们在沿海海洋模型Thetis中实现了一个新的深度平均耦合水动力和沉积物输移模型,该模型使用代码生成框架Firedrake构建,从而促进了代码的灵活性和优化效益。据我们所知,这代表了第一个完整的形态动力学模型,使用基于间断伽辽金的有限元离散化,包括层载和悬浮沉积物的运输。我们将我们的模型应用于非粘性沉积物的问题,并通过添加坡度项和参数化二次流来考虑重力和螺旋流的影响。为了验证目的和展示模型的能力,我们将迁移沟槽和蜿蜒通道的常见测试用例的结果与实验数据和广泛使用的Telemac-Mascaret模型进行了比较。形态动力学模型具有高度的不确定性,部分原因是由于水动力和形态动力学求解器中对各种物理、经验和数值闭合相关参数的了解不完全。因此,我们还提供了如何使用伴随模型从实验结果或实际侵蚀剖面中校准或反演这些参数值的示例。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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