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Measurements of the 3-D scour process around a pile in an oscillating flow through a stereo vision approach

机译:通过立体视觉方法测量振荡流中桩周围的3-D冲刷过程

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摘要

The knowledge of the evolution of the scour around a vertical cylinder placed in a sandy bed and exposed to waves is of fundamental importance in oceanic engineering. Measurements of this phenomenon are very difficult to be performed due to the mandatory constraint of adopting non-invasive techniques. In this paper a novel three-dimensional measurement technique which uses a stereo vision approach has been adopted in order to dynamically recover the bottom characteristics. In particular, the sandy bottom time evolution was here observed from the flat bed initial condition until a stable configuration was attained. Moreover some morphological parameters of the scour such as the maximum scour depth, the extension of the eroded area and the position of the maximum scour toe were measured at equilibrium condition. These quantities were estimated with an average relative accuracy of about 5%, which appears particularly appropriate if compared to the results given by traditional measurement strategies. These latter being not particularly suitable for dynamic analysis of bottom evolution. The experimental investigation performed in this paper allowed to confirm some theoretical hypotheses, such as that of considering the Keulegan-Carpenter number (KC) as the key parameter which controls the phenomenon, to be confirmed. Moreover the experimental measures of the scour depth at equilibrium stage, has been compared with the values given by the relation proposed by Sumer et al. (1992) giving a fairly good agreement. Finally, with regards to other three-dimensional features such as the eroded area, new relations with standard dimensionless parameters have been proposed that result useful for design purposes.
机译:在海洋工程中,了解放置在沙床上并暴露于海浪的垂直圆柱体周围冲刷的演变知识至关重要。由于采用非侵入性技术的强制性约束,因此很难对此现象进行测量。为了动态地恢复底部特性,本文采用了一种新颖的三维测量技术,该技术使用了立体视觉方法。特别地,在此观察到从平床初始状态直到获得稳定构型的沙底时间演变。此外,在平衡条件下测量了冲刷的一些形态学参数,例如最大冲刷深度,侵蚀区域的延伸以及最大冲刷脚趾的位置。估计这些数量的平均相对准确度约为5%,与传统测量策略给出的结果相比,这显得尤为合适。后者不适用于底部演化的动态分析。本文进行的实验研究可以证实一些理论假设,例如将Keulegan-Carpenter数(KC)作为控制该现象的关键参数的假设。此外,已将平衡阶段冲刷深度的实验测量值与Sumer等人提出的关系式给出的值进行了比较。 (1992)给出了一个很好的协议。最后,关于其他三维特征(例如侵蚀区域),已经提出了与标准无量纲参数的新关系,这些关系对于设计目的很有用。

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