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Displacement flows in periodically moving pipe: Understanding multiphase flows hosted in oscillating geometry

机译:位移在定期移动管道上流动:了解围绕振荡几何形状的多相流

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In the present work, we experimentally study displacement flows of two Newtonian, miscible fluids in a long, vertical moving pipe while comparing the results with the corresponding displacement flows in a stationary pipe. When in motion, the pipe slowly oscillates like an inverted pendulum. The two fluids have a small density difference and a nearly-identical viscosity. The denser displacing fluid is placed above the displaced fluid. Overall, our buoyant displacement flows in a moving pipe are at least controlled by three dimensionless groups, namely the Reynolds number, the densimetric Froude number, and the Rossby number. Experimental images of the penetrating front of the heavy displacing fluid into the light displaced one have been analyzed for a wide range of the dimensionless groups. In particular, three different flow regimes are observed for displacement flows in a moving pipe: a stable flow that is non-diffusive (for Re/Ro less than or similar to O(10(2)) & Re/Fr-2 < 35), a stable-diffusive flow (for Re/Ro greater than or similar to O(10(2)) & Re/Fr-2 < 35) and an unstable-difusive flow (for Re/Fr-2 > 35). In addition, penetration front velocities as well as macroscopic diffusion coefficients have been quantified. The results show in detail that depending on the value of the density difference and the mean imposed displacement flow velocity, the geometrical movement can have different and even opposite effects, e.g., slightly increase or decrease the front velocity. The pipe motion seems to also slightly increase the macroscopic diffusion coefficient. While the findings of this study can help understand the leading order effects associated with a flow geometry movement on displacement flows, they can be of great importance for industrial applications and for development of relevant fluid mechanics theories. (C) 2017 Elsevier Ltd. All rights reserved.
机译:在目前的工作中,我们在长期垂直移动的管道上通过实验研究了两个牛顿,可混溶的流体的位移流,同时将相应位移在固定管中流动的结果进行比较。当在运动时,管道像倒摆动一样慢慢振荡。两种流体具有小密度差和几乎相同的粘度。更密集的移位流体放置在位移的流体上方。总的来说,我们在移动管道中的浮力位移流量至少由三个无量纲组控制,即雷诺数,Densimetric Froude号码和Rossby号码。已经分析了将重型移位流体的渗透前部的实验图像分析到宽范围的无量纲基团中。特别地,对于移动管道中的位移流动观察到三种不同的流动制度:不扩散的稳定流动(对于o(10(2))和RE / FR-2 <35 ),稳定漫射的流动(RE / RO大于或类似于O(10(2))和RE / FR-2 <35)和不稳定困难的流动(用于RE / FR-2> 35)。另外,已经量化了渗透前速度以及宏观扩散系数。结果详细地示出了根据密度差的值和平均施加的位移流速,几何运动可以具有不同且均匀的效果,例如略微增加或降低前速度。管道运动似乎也略微增加了宏观扩散系数。虽然本研究的结果可以有助于了解与位移流动流动的流动几何运动相关的领先订单效果,但它们对于工业应用以及相关的流体力学理论的发展可能非常重要。 (c)2017 Elsevier Ltd.保留所有权利。

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