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Numerical investigation of high-frequency wave-leak interaction in water-filled pipes

机译:水填充管中高频波泄漏相互作用的数值研究

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Actively generated pressure waves are widely studied and applied in transient-based leak detection for pipe systems. High-frequency waves (HFW), where the wavelength is of the order of pipe diameter or smaller, provide the required resolution to pinpoint defects. However, the mechanism of how HFW interact with a leak is not yet well understood. This paper investigates the effect of a leak on the HFW in a water-filled pipe using Computational Fluid Dynamics (CFD) simulations. To facilitate the analysis, only the plane wave and the first high order radial modes are considered. The interaction between the leak and the two modes are analyzed. The group velocity of the first high mode is measured to verify the cut-off frequency shift. However, such shift could not be observed and therefore it is concluded to be very small if at all. The results show that the leak tilts the plane wave and reduces the amplitude of both the plane wave and the first high mode wave. Moreover, mode scattering occurs at the leak and might be used as an indication of defect signature.
机译:积极产生的压力波被广泛研究并应用于基于瞬态的管道系统的泄漏检测。高频波(HFW),其中波长是管道直径或更小的顺序,提供所需的分辨率来定位缺陷。但是,HFW如何与泄漏相互作用的机制尚不清楚。本文研究了使用计算流体动力学(CFD)仿真在水填充管道中泄漏对HFW泄漏的影响。为了便于分析,仅考虑平面波和第一高阶径向模式。分析了泄漏和两种模式之间的相互作用。测量第一高模式的组速度以验证截止频率偏移。然而,这种转变无法观察到,因此如果大大,则得出结论非常小。结果表明,泄漏倾向于平面波并减小平面波和第一高模式波的幅度。此外,在泄漏时发生模式散射,并且可以用作缺陷签名的指示。

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