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Unsteady draining of a fluid from a circular tank

机译:从圆形储罐中排出的流体不稳定

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Three-dimensional draining flow of a two-fluid system from a circular tank is considered. The two fluids are inviscid and incompressible, and are separated by a sharp interface. There is a circular hole positioned centrally in the bottom of the tank, so that the flow is axially symmetric. The mean position of the interface moves downwards as time progresses, and eventually a portion of the interface is withdrawn into the drain. For narrow drain holes of small radius, the interface above the centre of the drain is pulled down towards the hole. However, for drains of larger radius the portion of the interface above the drain edge is drawn down first, rather than the central section. Non-linear results are obtained with a novel spectral technique, and are also compared against the predictions of linearized theory. Unstable Rayleigh-Taylor type flows, in which the upper fluid is heavier than the lower one, are also discussed.
机译:考虑从圆形罐中的双流体系统的三维排水流。两种流体是不粘稠的和不可压缩的,并且被尖锐的界面隔开。在水箱底部的中央有一个圆形孔,因此水流轴向对称。随着时间的流逝,界面的平均位置向下移动,最终界面的一部分撤回排水管。对于半径较小的狭窄排水孔,将排水孔中心上方的界面向下推向排水孔。但是,对于较大半径的排水管,首先将排水管边缘上方的界面部分而不是中心部分拉下。非线性结果是通过一种新颖的频谱技术获得的,并且还与线性化理论的预测进行了比较。还讨论了不稳定的Rayleigh-Taylor型流动,其中上部流体比下部流体重。

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