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Unsteady ship waves in shallow water of varying depth based on Green-Naghdi equation

机译:基于Green-Naghdi方程的变深浅水中非定常船舶波

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Based on Green-Naghdi equation this work studies unsteady ship waves in shallow water of varying depth. A moving ship is regarded as a moving pressure disturbance on free surface. The moving pressure is incorporated into the Green-Naghdi equation to formulate forcing of ship waves in shallow water. The frequency dispersion term of the Green-Naghdi equation accounts for the effects of finite water depth on ship waves. A wave equation model and the finite element method (WE/FEM) are adopted to solve the Green-Naghdi equation. The numerical examples of a Series 60 (C_B = 0.6) ship moving in shallow water are presented. Three-dimensional ship wave profiles and wave resistance are given when the ship moves in shallow water with a bed bump (or a trench). The numerical results indicate that the wave resistance increases first, then decreases, and finally returns to normal value as the ship passes a bed bump. A comparison between the numerical results predicted by the Green-Naghdi equation and the shallow water equations is made. It is found that the wave resistance predicted by the Green-Naghdi equation is larger than that predicted by the shallow water equations in subcritical flow (F_r = gh~(1/2) < 1), and the Green-Naghdi equation and the shallow water equations predict almost the same wave resistance when F_r = gh~(1/2) > 1, the frequency dispersion can be neglected in supercritical flows.
机译:基于Green-Naghdi方程,这项工作研究了不同深度浅水中的非稳定船浪。移动的船舶被视为自由表面上的移动压力扰动。将移动压力合并到Green-Naghdi方程中,以公式化浅水中船波的强迫。 Green-Naghdi方程的频散项解释了有限的水深对船波的影响。采用波动方程模型和有限元方法(WE / FEM)求解Green-Naghdi方程。给出了在浅水中移动的60系列(C_B = 0.6)船的数值示例。当船舶在浅水区中有床颠簸(或海沟)时,给出了三维船舶波浪轮廓和波浪阻力。数值结果表明,随着船舶驶过床bump,波阻先增大,然后减小,最后恢复到正常值。将Green-Naghdi方程和浅水方程预测的数值结果进行了比较。结果表明,在亚临界流(F_r = gh〜(1/2)<1),Green-Naghdi方程和浅水区,Green-Naghdi方程预测的波浪阻力要大于浅水方程预测的波浪阻力。当F_r = gh〜(1/2)> 1时,水方程预测的波浪阻力几乎相同,在超临界流中可以忽略频率分散。

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