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Numerical analysis for detecting head losses in trifurcations of high head in hydropower plants

机译:水电站高水头分叉水头损失检测的数值分析

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Many different types of branching have been developed, such as bifurcation, trifurcation, and manifolds, among others. These configurations are used in penstocks to transport water from surge tanks to power houses in order to feed several turbines at the same time. This arrangement allows for smaller assembly costs in comparison with independent penstock systems. Nevertheless, such installations can generate higher head losses in the system in comparison with single systems. This study focuses on the quantification of these head losses as a function of volumetric flow rate using Computational Fluid Dynamics (CFD) and later validated with previously published results. To determine the coefficient of head losses three mesh settings were analyzed: hexahedral, tetrahedral and hybrid, for both a steady state and transitory flow. Based on the literature, the k-omega) turbulence model was used, with refinement to elements near the wall to check y+. To the simulation transitory, the SAS model was used for analysis of the instability in the trifurcation. (C) 2018 Elsevier Ltd. All rights reserved.
机译:已经开发出许多不同类型的分支,例如分叉,三叉和歧管。这些配置用于压力管道,将水从调压罐输送到发电站,以便同时给多个涡轮机供水。与独立的压力系统相比,这种布置允许较小的组装成本。然而,与单个系统相比,这样的安装会在系统中产生更高的压头损失。这项研究的重点是使用计算流体动力学(CFD)对这些压头损失随体积流量的函数进行量化,随后通过先前发表的结果进行了验证。为了确定水头损失的系数,分析了三种网格设置:六面体,四面体和混合体,用于稳态和瞬态流动。根据文献,使用了k-ω湍流模型,并对壁附近的元素进行了细化以检查y +。对于模拟瞬态,使用SAS模型分析分叉中的不稳定性。 (C)2018 Elsevier Ltd.保留所有权利。

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