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Hydrodynamic investigation of fluvial sediment transport with Soil Protrusion Apparatus (SPA)

机译:利用土壤伸出装置(SPA)进行河床泥沙输运的水动力研究

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摘要

In order to understand sediment transport process based on knowledge of their soil properties and hydrodynamic behaviour a series of 2D laboratory controlled small-scale experiments were conducted using the Ahlborn sediment mobile bed tank (4.0×0.6×0.2 m). Experiments were conducted in smooth and rough bed conditions with purposely-built Soil Protrusion Apparatus (SPA) to measure the basic parameters on which erosion depends. Sediment deposition patterns in equilibrium stage associated with different bed roughness and particle size distributions were fundamentally investigated. Extended physical modelling of crescent zones also includedudanalysing their grain size distribution. Dimensional analysis and multiple linear regression methods were employed to derive a simple empirical relationship for erosion rate (ER) in terms of the shear stress (τs), average grain diameter (d50) and soil protrusion (z) for smooth and rough sedimentudbed conditions. These analyses also suggest ways to refine empirical models, examining transport rates to explore the limits of erosion and deposition influences in shallow flow conditions.
机译:为了基于对土壤性质和流体动力学行为的了解,了解沉积物的输送过程,使用Ahlborn沉积物移动床槽(4.0×0.6×0.2 m)进行了一系列二维实验室控制的小规模实验。实验是在光滑和粗糙的条件下,使用特制的土壤突出设备(SPA)进行的,以测量侵蚀所依赖的基本参数。从根本上研究了平衡阶段不同床层粗糙度和粒径分布的沉积物沉积方式。新月形区域的扩展物理建模还包括分析其粒度分布。运用尺寸分析和多元线性回归方法,得出了光滑速率和粗糙沉积物 u200b u200b的剪切应力(τs),平均粒径(d50)和土壤凸度(z)方面侵蚀速率(ER)的简单经验关系。条件。这些分析还提出了改进经验模型,检查运输速率以探索浅水条件下侵蚀和沉积影响极限的方法。

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