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Hydrodynamic and Suspended Sediment Transport Controls on River Mouth Morphology

机译:河口形态的水动力和泥沙输送控制

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摘要

River mouths building into standing bodies of water have strikingly varied growth habits. This presents a compelling pattern formation problem that is also of great practical relevance for subsurface prediction and managing coastal wetlands. Here we present a generalized 2.5-dimensional potential vorticity (PV) theory that explains sedimentation patterns of a sediment-laden stationary jet by coupling an understanding of vorticity with suspended sediment concentration fields. We explore the physical meaning of this new sediment-PV definition, and its impact on outflow depositional patterns, by analyzing data from a shallow wall-bounded plane jet experiment and by discussing new theoretical insights. A key result is that lateral advection and diffusion of suspended sediment are directly proportional to jet vorticity, a feature that reveals the mechanistic process that forms elongated channels by focused levee deposition. The new PV theory constitutes a more generalized mathematical framework that expands the Rouse theory for the equilibrium of suspended sediment.
机译:形成水立水面的河口有着截然不同的生长习性。这提出了一个令人信服的模式形成问题,这对于地下预测和管理沿海湿地也具有很大的现实意义。在这里,我们介绍了一个广义的2.5维势涡(PV)理论,该理论通过将对涡度的理解与悬浮的泥沙浓度场结合起来,解释了一个充满泥沙的固定射流的沉积模式。通过分析浅壁边界平面射流实验的数据并讨论新的理论见解,我们探索了这个新的沉积物-PV定义的物理含义及其对流出沉积模式的影响。关键结果是,悬浮物的横向对流和扩散与射流涡度成正比,这一特征揭示了通过集中堤坝沉积形成细长通道的机械过程。新的PV理论构成了一个更为通用的数学框架,该数学框架扩展了Rouse理论以实现悬浮沉积物的平衡。

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