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NUMERICAL SIMULATION OF WATER ENTRY OF WEDGES BASED ON THE CIP METHOD

机译:基于CIP方法的楔入水数值模拟

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The hydrodynamic problems for water entry of wedges are studied by a constrained interpolation profile (CIP) based on Cartesian grid method. The CIP scheme was applied to the Cartesian grid based on flow solver, which was first described. The tangent of hyperbola for interface capturing (THINC) scheme was applied to capture the free surface. The CIP method was extended to capture the dynamics in the water entry approach. The simulations were performed in three aspects. First, pressure distributions for the wedges entering into water with constant speed were predicted, and the results were compared with the similarity solutions by the boundary element method (BEM). Then simulations were conducted for the free-falling wedges entering into water with one degree of freedom. The results were compared with the published experimental data. Finally, the impact of a wedge on the water surface in a free fall motion with an initial heel angle was studied. The motion of the wedge was subjected to three degrees of freedom, and the results were also compared with those of experiments.
机译:利用基于笛卡尔网格方法的约束插值曲线(CIP),研究了楔入水的水动力问题。首先介绍了基于流求解器的CIP方案应用于笛卡尔网格。应用了用于界面捕获的双曲线正切(THINC)方案来捕获自由表面。扩展了CIP方法以捕获进水方法的动态。在三个方面进行了仿真。首先,对楔形物以恒定速度进入水中的压力分布进行了预测,并通过边界元方法(BEM)将结果与相似解进行了比较。然后对自由下落的楔形物以一种自由度进入水中进行了模拟。将结果与公开的实验数据进行比较。最后,研究了楔形物在具有初始横倾角的自由落体运动中对水表面的影响。楔块的运动受到三个自由度的影响,并将结果与​​实验结果进行了比较。

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