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ANALYSIS OF WATER SURFACE FLUCTUATIONS IN OPEN-CHANNEL TURBULENT FLOW WITH STRIP ROUGHNESS BY LES WITH VOF AND PIV WITH TWO HIGH-SPEED CAMERAS

机译:带有VOF和PIV的带材粗糙度的开放式湍流中的水面波动分析,具有两个高速相机

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It is commonly observed that a water surface, an interface between air and liquid phases, displays various features depending on flow conditions. With the increase of flow velocity, the water surface tends to subject to various effects mainly caused by turbulence-related pressure fluctuations near the interface. With further increase of velocity, the water surface may deform significantly with white caps which is usually observed in river floods in mountainous region. Although the above mentioned features can be visually observed easily, the characteristics of the surface fluctuations with respect to internal flow conditions have not been investigated in detail so far, mainly due to the difficulty of conducting hydraulic experiments as well as numerical simulations that can treat fluctuations of water surface. The present research aims at overcoming the above difficulties by developing a sophisticated PIV system with two high speed cameras that enables a simultaneous surface and velocity measurements in a longitudinal vertical section. Moreover, a large eddy simulation model (LES) that incorporates a volume of fluid (VOF) technique for treating water surface fluctuations was developed. The boundary condition was given by an immersed boundary method (IBM). With these sets of experimental and numerical systems, water surface fluctuations in open-channel turbulent flow with strip roughness were investigated for the same hydraulic conditions in order to test the performance of the system. After checking the reproducibility of the mean and statistical turbulent properties, advection characteristics of water surface fluctuations were examined by applying a cross-correlation analysis, demonstrating a different feature of rough flows compared with smooth flows. Furthermore, it was revealed from Pre-Multiplied Spectra that water surface fluctuations in the present condition were caused by bursting phenomena from near bottom.
机译:通常观察到,水面,空气和液相之间的界面,根据流动条件显示各种特征。随着流速的增加,水面倾向于经受各种效果,主要由界面附近的湍流相关的压力波动引起。随着速度的进一步增加,水面可以与白盖有明显变形,白盖通常在山区河流中观察到。尽管可以容易地在视觉上观察到上述特征,但到目前为止还没有详细研究了相对于内部流动条件的表面波动的特性,主要是由于难以进行液压实验以及可以治疗波动的数值模拟水面。本研究旨在通过开发具有两个高速摄像机的复杂PIV系统来克服上述困难,其能够在纵向垂直部分中能够同时表面和速度测量。此外,开发了一种具有用于处理水面波动的流体(VOF)技术的大型涡流模拟模型(LES)。边界条件是通过浸没的边界法(IBM)给出的。利用这些实验和数值系统的一组实验和数控系统,针对相同的水力条件研究了具有条带粗糙度的开口通道湍流中的水表面波动,以测试系统的性能。在检查平均值和统计湍流性质的再现性后,通过施加互相关分析来检查水表面波动的平流特征,与平滑流相比,展示粗糙流的不同特征。此外,从预乘以光谱揭示了本病症中的水表面波动是由近底部的爆发现象引起的。

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