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Lagrangian Modeling of the Dynamics of River and Floodplain Flow

机译:拉格朗日河水漫滩动力学模型

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摘要

A new Lagrangian, dynamic river model is described. The model solves the coupled one-dimensional hydrostatic flow equations separately in a main river channel and in adjacent floodplains using a two-stage predictor-corrector scheme. The lateral interaction between the main channel and floodplains, due to both advective exchange arising from lateral pressure gradients and turbulent exchange due to lateral shear, is included. The Lagrangian moving grid eliminates numerical diffusion and oscillations commonly experienced in Eulerian models, and can accurately simulate wave propagation and nonlinear steepening until wave breaking. The Lagrangian moving grid is dynamically adaptive, providing variable resolution as the moving fluid parcel's length changes, either because the cross-sectional flow area or the flow depth changes as the wave moves down a channel of variable cross section. The model also allows flows over dry beds and moving boundaries to be handled efficiently. The model was successfully validated for a flow induced by a simple wave in a prismatic channel, flood waves in laboratory compound channels, and flow in a natural river.
机译:描述了一种新的拉格朗日动态河模型。该模型使用两阶段预测器-校正器方案分别求解了主要河道和邻近洪泛区中的耦合一维静水力方程。包括由于横向压力梯度引起的平流交换和由于横向剪切引起的湍流交换,主河道与洪泛区之间的横向相互作用。拉格朗日移动网格消除了欧拉模型中通常遇到的数值扩散和振荡,并且可以精确地模拟波的传播和非线性变陡直到波破裂。拉格朗日运动网格是动态自适应的,可随着运动流体包裹长度的变化而提供可变的分辨率,这是因为横截面的流动面积或流动深度随波浪沿着可变截面的通道向下移动而变化。该模型还允许有效处理干床上的流动和移动边界。该模型已成功验证了棱柱形通道中的简单波浪,实验室复合通道中的洪水波以及天然河中的水流所引起的水流。

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