高水头滑动闸门下拉力的计算研究

Juan C. Arango Escobar, David Calderon Villegas, A. Moran, Alejandro Molina Ochoa
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引用次数: 0

摘要

本文对装有高水头滑闸的真实底部出口进行了CFD模拟。闸门工作扬程70 m,最大流量650 m3/s。在ANSYS-FLUENT 19.2版本中进行数值模拟。采用VOF法对滑闸下游的自由表面流动进行了模拟。计算了标准45°唇形闸门在9个开口处的水动力;将模拟得到的下拉系数与Naudascher解析法估计的下拉系数进行了比较。根据CFD计算结果,对于所分析的浇口位置,作用在45°唇形浇口上的下拉力比解析估计的低5% ~ 10%。此外,还模拟了30°倒唇形闸门的流动,以估计不同闸门开度下的下拉系数。这些系数不能用解析法确定。这里描述的方法可以很容易地应用于设计系数不可用的不同闸门几何形状。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Computational Study of the Downpull Force on High-Head Slide Gates
This paper presents CFD simulations of the flow through a real bottom outlet equipped with high-head slide gates. The operating head of the gates and the maximum flow rate are 70 m and 650 m3/s, respectively. The numerical simulations were performed in ANSYS-FLUENT version 19.2. VOF method was used to model the free surface flow downstream the slide gates. Hydrodynamic forces were calculated at nine gate openings for a standard 45° lip gate; the downpull coefficients obtained from the simulations were compared with estimates from Naudascher’s analytical method. According to the CFD results, the downpull force acting on the 45° lip gate is 5%–10% lower than the one estimated analytically for the analyzed gate positions. Additionally, the flow through an inverted 30° lip gate was simulated to estimate the downpull coefficient at various gate openings. These coefficients cannot be determined analytically. The methodology here described can easily be applied to different gate geometries for which design coefficients are not available.
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