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Modeling of Sediment Particle Deposition and Resuspension Processes Using a Stochastic Jump Diffusion Particle Tracking Model

机译:使用随机跳跃扩散粒子跟踪模型对泥沙沉积和再悬浮过程进行建模

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Although river beds generally tend to reach an asymptotic equilibrium, it may beabruptly altered by occurrences of natural extreme flow events or establishment ofman-made structures. These causes lead to significant morphological changes in thebed profile through erosion and deposition processes. The change of river bed can bequantified for predicting the stability of a river channel. The status of ageomorphological equilibrium can be determined by two transport phases, i.e., waterand sediment transport. In particular, the bed profile in sediment transport models canbe employed as the initial condition, and the calculated movement of sediment can seta new bed profile. Herein, we propose to use the stochastic jump diffusion particletracking model (SJD-PTM) to simulate the movement of sediment and particledeposition and resuspension processes. The stochastic diffusion jump particletracking model is a Lagrangian particle tracking model governed by stochasticequations. When simulating the particle trajectories from the mean drift, settlingvelocity, diffusivity and extreme events, we can calculate the probabilities ofdeposition/scouring of a sediment particle by comparing the particle shear stress withthe critical shear stress. As the result, we can trace particles and obtain particletrajectories and their statistical characteristics such as the ensemble mean andvariance. Furthermore, we will be able to simulate particle deposition andresuspension processes.
机译:尽管河床通常趋于达到渐近平衡,但它可能是 由于自然极端流量事件的发生或突发事件的建立而突然改变 人造结构。这些原因导致了巨大的形态变化。 通过侵蚀和沉积过程的床剖面。河床的变化可以是 量化以预测河道的稳定性。一个的状态 地貌平衡可以通过两个运输阶段来确定,即水 和泥沙运输。特别是,泥沙输送模型中的床剖面可以 作为初始条件,可以设置计算出的泥沙运动 新的床型。在这里,我们建议使用随机跳跃扩散粒子 跟踪模型(SJD-PTM)以模拟沉积物和颗粒的运动 沉积和重悬浮过程。随机扩散跳跃粒子 跟踪模型是由随机控制的拉格朗日粒子跟踪模型 方程。从平均漂移模拟粒子轨迹时,沉降 速度,扩散率和极端事件,我们可以计算出 通过比较颗粒剪切应力与 临界剪切应力。结果,我们可以追踪粒子并获得粒子 轨迹及其统计特征,例如集合平均和 方差。此外,我们将能够模拟粒子沉积和 重悬过程。

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