非球形水下爆炸气泡在可压缩流体中的压力特性

Junliang Liu, Wei Xiao, Xiongliang Yao
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摘要

水下爆炸产生的压力对船只、潜艇和其他海洋结构构成严重威胁。水下爆炸压力的很大一部分来自爆炸气泡。由于具有双连接几何形状的可压缩流场的复杂性和强非线性,大多数有关气泡压力的计算研究都考虑了不可压缩流体的情况,或将计算局限于环形气泡形成之前的时间。能够计算喷流冲击后压力的可压缩模型为数不多,但都存在计算上的困难。在本文中,我们基于考虑流场可压缩性的边界积分法,通过构建一种新的辅助函数求解形式来计算气泡压力。通过与经典理论模型和一组实验结果的比较,我们验证了这一数值算法。然后,我们将第一和第二振荡周期内可压缩流场中的气泡压力与不可压缩流场中的气泡压力进行了比较。比较结果证实,在压力计算中必须考虑流体的可压缩性和气泡的多周期脉动。我们全面讨论了非球形气泡在自由场中引起的中心轴向和圆周方向的压力特性。最后,我们得到了一个临界泡壁距离 rw > 1.8,在这个距离上,气泡在第一次射流冲击后不会分裂,我们还研究了 rw < 1.8 和 rw > 1.8 两种情况下气泡在刚性壁附近的压力特性。
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Pressure characteristics of a nonspherical underwater explosion bubble in a compressible fluid
The pressures produced by underwater explosions present serious threats to ships, submarines, and other marine structures. A significant part of underwater explosion pressure comes from the explosion bubble. Most computational studies on bubble pressure have considered the case of an incompressible fluid or have confined calculations to the time before the formation of a toroidal bubble, because of the complexity and strong nonlinearity of a compressible flow field with a doubly connected geometry. The few compressible models that are capable of calculating the pressure after jet impact suffer from computational difficulties. In this paper, we calculate the bubble pressure by constructing a new form for solving an auxiliary function based on a boundary integral method that takes account of the compressibility of the flow field. We verify out numerical algorithm by comparison with a classical theoretical model and a set of experimental results. We then compare the bubble pressure in a compressible flow field in both the first and second oscillation periods with that in an incompressible flow field. The results of this comparison confirm that it is necessary to consider the compressibility of the fluid and the multiperiod pulsations of a bubble in pressure calculations. We present a comprehensive discussion of the pressure characteristics in the central axial and circumferential directions induced by a nonspherical bubble in a free field. Finally, we obtain a critical bubble–wall distance rw > 1.8 for which the bubble is prevented from splitting after the first jet impact, and we investigate the pressure characteristics of a bubble near a rigid wall for both cases of rw < 1.8 and rw > 1.8.
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