Soft hydraulics in channels with thick walls: The finite-Reynolds-number base state and its stability

Xiaojia Wang, I. Christov
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引用次数: 3

Abstract

We analyze the linear stability of the base state of the problem of coupled flow and deformation in a long and shallow rectangular soft hydraulic conduit with a thick top wall. Specifically, the steady base state is computed at low but finite Reynolds number. Then, we show that with the upstream flux fixed and the outlet pressure set to gauge, the flow is linearly stable to infinitesimal flow-wise perturbations. Multiple oscillatory but stable eigenmodes are computed in a range of the reduced Reynolds number, $\hat{Re}$, and the so-called fluid--structure interaction (FSI) parameter, $\lambda$, indicating the stiffness of this FSI system. These results provide a framework to address, in future work, the individual effects of various aspects of two-way FSI coupling on instability and flow transition in soft hydraulic conduits.
厚壁河道软水力学:有限雷诺数基态及其稳定性
分析了厚顶壁长浅矩形软水工管道流动变形耦合问题基态的线性稳定性。具体来说,稳定的基态是在低而有限的雷诺数下计算的。然后,我们证明了当上游通量固定,出口压力设置为测量时,流动对无限小的流向扰动是线性稳定的。在简化雷诺数$\hat{Re}$和所谓的流体-结构相互作用(FSI)参数$\lambda$的范围内计算了多个振荡但稳定的特征模态,这表明了该FSI系统的刚度。这些结果为在未来的工作中解决双向FSI耦合对软液压管道不稳定性和流动转变的各个方面的单个影响提供了一个框架。
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