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Unsteady draining flows from a rectangular tank

机译:矩形水箱的排水不稳定

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摘要

Two-dimensional, unsteady flow of a two-layer fluid in a tank is considered. Each fluid is inviscid and flows irrotationally. The lower, denser fluid flows with constant speed out through a drain hole of finite width in the bottom of the tank. The upper, lighter fluid is recharged at the top of the tank, with an input volume flux that matches the outward flux through the drain. As a result, the interface between the two fluids moves uniformly downwards, and is eventually withdrawn through the drain hole. However, waves are present at the interface, and they have a strong effect on the time at which the interface is first drawn into the drain. A linearized theory valid for small extraction rates is presented. Fully nonlinear, unsteady solutions are computed by means of a novel numerical technique based on Fourier series. For impulsive start of the drain, the nonlinear results are found to agree with the linearized theory initially, but the two theories differ markedly as the interface approaches the drain and nonlinear effects dominate. For wide drains, curvature singularities appear to form at the interface within finite time.
机译:考虑了罐中两层流体的二维非定常流动。每种流体都是无粘性的,并且不能旋转。密度较低的较低流体以恒定的速度通过水箱底部有限宽度的排水孔流出。上部较轻的流体在油箱顶部重新充入,其输入体积通量与通过排放口的向外通量相匹配。结果,两种流体之间的界面均匀地向下移动,并最终通过排放孔撤回。然而,在界面处存在波,并且它们对界面首次被吸入漏极的时间有很大的影响。提出了一种适用于小提取率的线性化理论。借助于基于傅立叶级数的新型数值技术,可以计算出完全非线性的非定常解。对于排水的脉冲启动,最初发现非线性结果与线性化理论相符,但是当界面接近排水且非线性效应起主导作用时,这两种理论明显不同。对于宽排水口,在有限时间内会在界面处形成曲率奇异点。

著录项

  • 作者

    Forbes L.K.; Hocking G.C.;

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  • 年度 2007
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  • 原文格式 PDF
  • 正文语种 {"code":"en","name":"English","id":9}
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