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EXPERIMENTAL AND NUMERICAL INVESTIGATIONS INTO WAVE RUN-UP ON FIXED SURFACE-PIERCING SQUARE COLUMN

机译:固定式穿墙方柱波展的实验和数值研究

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This paper concerns the estimation of wave run-ups on a fixed surface-piercing square column. Experiments and numerical simulations were carried out under waves of different scattering parameters and steepnesses. The results of the run-up height ratio, force coefficient, velocity field, and scattered wave profile were shown and discussed. The reasonable agreement with the experimental results indicates the capability and reliability of the numerical model in the wave run-up prediction. The nonlinearity under short waves is mainly due to the interaction between the scattered waves and the next incident wave crest, while the wave-induced flow around the column becomes more influential under long waves. These nonlinearities are further intensified under steeper waves, and the run-up height ratio increases consequently. A correction factor of 1.2-1.3 can be applied to estimate the run-up height based on the linear potential prediction, but a higher factor of 1.3-1.4 is necessary under long and steep incident waves.
机译:本文涉及在固定的穿孔表面方柱上的波上升的估计。在不同散射参数和陡度的波浪下进行了实验和数值模拟。显示并讨论了助跑高度比,力系数,速度场和散射波剖面的结果。与实验结果的合理吻合表明了数值模型在波浪上升预测中的能力和可靠性。短波作用下的非线性主要是由于散射波与下一个入射波峰之间的相互作用,而在长波作用下,波引起的围绕柱的流动变得更具影响力。这些非线性在陡波下进一步加剧,因此上升高度比随之增加。可以使用1.2-1.3的校正因子来基于线性电势预测来估算上升高度,但是在长而陡的入射波下,需要1.3-1.4的较高因子。

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