首页> 外文期刊>Proceedings of the International Conference on Coastal Engineering >MECHANISM OF BEACH PROFILE DEFORMATION DUE TO ON-OFFSHORE SAND DRIFT
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MECHANISM OF BEACH PROFILE DEFORMATION DUE TO ON-OFFSHORE SAND DRIFT

机译:海上砂砂漂移引起的滩形变形机理

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In the present study, two-dimensional laboratory experiments were performed to investigate the sediment transport due to waves on a fixed sloping beach. Polystyrene particles and glass balls were used as tracers to determine the mass transport velocity near the bottom and the net transport velocity of sediment moving on an impermeable slope. Relationships between the mass transport velocity of water and the net sediment transport velocity are investigated experimentally. The mechanism of two-dimensional beach deformation from an initial uniform slope toward an equilibrium profile due to bed-load movement is discussed on the basis of spatial distributions of the net sediment transport velocity. In addition, some results of experiments using a movable bed are presented to confirm the validity of a beach deformation model derived from the discussion of the tracer experiments.
机译:在本研究中,进行了二维实验室实验,以研究由于波浪在固定的倾斜海滩上造成的泥沙输送。聚苯乙烯颗粒和玻璃球用作示踪剂,以确定底部附近的质量传输速度和在不可渗透的斜坡上移动的沉积物的净传输速度。实验研究了水的质量输送速度与净沉积物输送速度之间的关系。基于净泥沙输送速度的空间分布,探讨了由于床荷运动引起的二维滩形变形从初始均匀坡度向平衡剖面变形的机理。此外,提出了一些使用可移动床的实验结果,以确认从示踪剂实验的讨论得出的海滩变形模型的有效性。

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