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首页> 外文期刊>立命館大学理工学研究所紀要 >Numerical Modelling of Bedform Development; Bed-form Initiation in Hydrodynamically Smooth Flows over an Erodible Bed
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Numerical Modelling of Bedform Development; Bed-form Initiation in Hydrodynamically Smooth Flows over an Erodible Bed

机译:床形发育的数值模拟;可蚀床上流体动力学平稳流动中的床状起爆

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摘要

Initiation of bed-form from a flat erodible bed in hydrodynamically smooth flow has been studied numerically. The computational model consists of hydrodynamic and sediment transport equations. The unsteady hydrodynamic equations are solved by Large-Eddy-Simulation (LES) and Immersed-Boundary-Method (IBM) on a non-bodyfitted grid. Dynamics of individual grains are neglected and only bedload is considered, as calculated from Van Rijn's equation (1984, Journal of Hydraulic Engineering, Vol. 110). Two-dimensional (2D) bed evolution is coupled with the above 3-dimensional (3D) hydrodynamic equations. Initiation and migration of bed feature results from a sequence of erosion and deposition upstream and downstream of the feature, respectively. Some similar characteristics of the simulated bedforms to the experimental ones have been observed. Quantitative comparison will be conducted in future work.
机译:数值研究了从平坦的易蚀床在流体动力学平稳流动中引发床形。该计算模型由水动力方程和泥沙输送方程组成。通过非拟体网格上的大涡模拟(LES)和浸入边界方法(IBM)求解了非定常流体力学方程。忽略了单个颗粒的动力学,仅考虑了床载量,这是根据Van Rijn方程(1984,《水利工程学报》,第110卷)计算得出的。二维(2D)床层演化与上述3维(3D)流体力学方程式耦合。地层特征的引发和迁移分别来自特征上游和下游的一系列侵蚀和沉积。已经观察到模拟床形的一些特征与实验性相似。在以后的工作中将进行定量比较。

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