Derivation and numerical resolution of 2D shallow water equations for multi-regime flows of Herschel–Bulkley fluids

IF 2.5 3区 工程技术 Q2 MECHANICS
David K. Muchiri , Jerome Monnier , Mathieu Sellier
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引用次数: 0

Abstract

This paper presents mathematical modelling and simulation of thin free-surface flows of viscoplastic fluids with a Herschel–Bulkley rheology over complex topographies with basal perturbations. Using the asymptotic expansion method, depth-averaged models (lubrication and shallow water type models) are derived for 3D (three-dimensional) multi-regime flows on non-flat inclined topographies with varying basal slipperiness. Starting from the Navier–Stokes equations, two flow regimes corresponding to different balances between shear and pressure forces are presented. Flow models corresponding to these regimes are calculated as perturbations of the zeroth-order solutions. The classical reference models in the literature are recovered by considering their respective cases on a flat-inclined surface. In the second regime case, a pressure term is non-negligible. Mathematically, it leads to a corrective term to the classical regime equations. Flow solutions of the two regimes are compared; the difference appears in particular in the vicinity of sharp changes of slopes. Nonetheless, both regime models are compared with experiments and are found to be in good agreement. Furthermore, numerical examples are shown to illustrate the robustness of the present shallow water models to simulate viscoplastic flows in 3D and over an inclined topography with local perturbations in basal elevation and basal slipperiness. The derived models are adequate for direct (engineering and geophysical) applications to real-world flow problems presenting Herschel–Bulkley rheology like lava and mud flows.

赫歇尔-布克雷流体多态流动的二维浅水方程的推导与数值解析
本文介绍了具有赫歇尔-布尔克利流变学的粘塑性流体在具有基底扰动的复杂地形上的稀薄自由表面流动的数学建模和模拟。利用渐近展开法,推导出了在具有不同基底滑动性的非平坦倾斜地形上的三维(三维)多工况流动的深度平均模型(润滑和浅水类型模型)。从纳维-斯托克斯方程出发,提出了与剪切力和压力之间的不同平衡相对应的两种流动状态。与这些状态相对应的流动模型是作为零阶解的扰动来计算的。文献中的经典参考模型是通过考虑各自在倾斜平面上的情况而复原的。在第二种情况下,压力项不可忽略。从数学上讲,它导致了对经典制度方程的修正项。我们比较了两种状态下的流体解;尤其是在坡度急剧变化的附近,两种状态下的流体解出现了差异。尽管如此,将这两种流态模型与实验进行比较后发现,两者的一致性很好。此外,还通过数值示例说明了现有浅水模型在模拟三维和倾斜地形上的粘塑性流动时的稳健性,以及基底高程和基底滑度的局部扰动。推导出的模型足以直接(工程和地球物理)应用于现实世界中呈现赫歇尔-布克雷流变学的流动问题,如熔岩流和泥浆流。
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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来源期刊
CiteScore
5.90
自引率
3.80%
发文量
127
审稿时长
58 days
期刊介绍: The European Journal of Mechanics - B/Fluids publishes papers in all fields of fluid mechanics. Although investigations in well-established areas are within the scope of the journal, recent developments and innovative ideas are particularly welcome. Theoretical, computational and experimental papers are equally welcome. Mathematical methods, be they deterministic or stochastic, analytical or numerical, will be accepted provided they serve to clarify some identifiable problems in fluid mechanics, and provided the significance of results is explained. Similarly, experimental papers must add physical insight in to the understanding of fluid mechanics.
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