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Hydro- and Morpho-dynamics Induced by a Vertical Slender Pile under Regular and Random Waves

机译:竖向细长桩在规则波和随机波作用下的水动力和形态动力学

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This paper proposes an experimental study of the hydro- and morpho-dynamics induced by a slender vertical pile fitted into a sandy seabed and forced by sea waves in finite waters. The scour depth at the pile and the seabed morphology around it were measured and analyzed for both regular and random wave forcing. Scour depths due to regular waves were compared to those predicted in a previous study, revealing good agreement. The maximum scour depth occurred at the lateral side of the pile for waves characterized by a Keulegan-Carpenter (KC) number smaller than 7-8 and behind the pile for waves with KC7-8. Such a result revealed an asymmetric effect on the scour depth because of the weaker reversal flow. This behavior was more evident for nonlinear waves being crests larger than troughs and, as a consequence, vortices, responsible for the scour processes, became even more energetic around crest stages. To better understand the dynamics in front of, around, and behind the cylinder, pressure measurements were obtained to evaluate the generation and evolution of vortices. The pressure data showed that the adverse pressure gradient around the pile was higher than on the upstream of the pile. The analyses of the pressure data seemed to confirm that, if the forcing was only due to waves, the effect of the lee-wake vortices on the scour depth around the cylinder was stronger than that due to the horseshoe vortices. Finally, the practical stochastic method proposed by previous authors to compute the maximum scour depth around a vertical pile exposed to random waves was verified. The best adaptation between measured and predicted scour depths was obtained by taking into account approximately half of the highest waves (instead of one-tenth) over the threshold; such a condition is still cautionary for a practical point of view. A simplification of the previously discussed methodology was proposed in which the characteristic wave that generates the scour depth is defined.
机译:本文提出了一个实验研究,该实验是由细长的垂直桩在有限的水域中被海浪推动的细长竖向桩引起的水动力和形态动力。测量并分析了桩的冲刷深度和桩周围的海床形态,以分析常规和随机波浪力。将规则波产生的冲刷深度与先前研究中预测的冲刷深度进行了比较,显示出良好的一致性。对于峰值为Keulegan-Carpenter(KC)数小于7-8的波浪,最大冲刷深度出现在桩的外侧,而对于KC> 7-8的波浪,最大冲刷深度出现在桩的后面。由于逆流较弱,这种结果显示出对冲刷深度的不对称影响。这种现象在波峰大于波谷的非线性波中更为明显,结果,负责冲刷过程的涡流在波峰阶段变得更加活跃。为了更好地了解圆柱体前后,周围的动力学,获得了压力测量值以评估涡旋的产生和演化。压力数据显示,桩周围的不利压力梯度高于桩上游。对压力数据的分析似乎证实,如果仅是由于波浪引起的强迫作用,则苏醒涡流对圆柱体周围冲刷深度的影响要强于马蹄涡流。最后,验证了以前的作者提出的实用随机方法来计算暴露于随机波的垂直桩周围的最大冲刷深度。通过考虑到超过阈值的最高波的大约一半(而不是十分之一),可以得到测量的和预测的冲刷深度之间的最佳匹配。从实际的角度来看,这种情况仍然是警告。提出了先前讨论的方法的简化,其中定义了产生冲刷深度的特征波。

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  • 来源
    《Journal of Waterway, Port, Coastal and Ocean Engineering》 |2018年第6期|04018018.1-04018018.19|共19页
  • 作者单位

    Univ Politecn Marche, Dept Civil & Bldg Engn & Architecture DICEA, Via Brecce Bianche, I-60131 Ancona, Italy;

    Univ Politecn Marche, Dept Civil & Bldg Engn & Architecture DICEA, Via Brecce Bianche, I-60131 Ancona, Italy;

    Univ Politecn Marche, Dept Civil & Bldg Engn & Architecture DICEA, Via Brecce Bianche, I-60131 Ancona, Italy;

    Univ Politecn Marche, Dept Civil & Bldg Engn & Architecture DICEA, Via Brecce Bianche, I-60131 Ancona, Italy;

    Univ Politecn Marche, Dept Civil & Bldg Engn & Architecture DICEA, Via Brecce Bianche, I-60131 Ancona, Italy;

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