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COARSE PARTICLES’ THRESHOLD OF MOTION UNDER SHOALING WAVES

机译:粗粒子在浅波下的运动阈值

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The threshold of motion of coarse particles under regular shoaling waves is studied. Experiments are performed to investigate the effects of bed fluid acceleration on coarse particle stability. By varying wave height, wave period and water depth, combinations of similar peak orbital velocities and weak to strong intra-wave accelerations were created. Qualitatively we found that initiation of motion occurs at or is very close to the maximum shear stress due to the combined effects of drag/lift and acceleration as introduced by Nielsen and Callaghan (2003). However, quantitatively their formulation does not lead to convincing discrimination between motion and no motion. We expect this to be due to the assumption that the coefficients for drag/lift and acceleration in their formulation are taken equal and constant. From literature and from plotting our data against the Keulegan-Carpenter number we expect that these coefficients strongly vary due to flow separation effects.
机译:研究了常规挖土波下粗颗粒的运动阈值。进行实验以研究床流体加速度对粗颗粒稳定性的影响。通过不同的波高,波周期和水深,创建了类似峰值轨道速度和强大的波浪速率弱的组合。定性地发现,由于尼尔森和Callaghan引入的拖曳/升降和加速度的综合影响,发生运动的启动或非常接近最大剪切应力。然而,定量地,它们的配方不会导致运动之间的歧视,没有动作。我们希望这是由于假设拖曳/提升和制剂加速度的系数相等且恒定。从文献中,从划对keulegan-carpenter号码绘制我们的数据,我们预期这些系数由于流动分离效应而强烈变化。

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