Application of Three-Dimensional CFD VOF to Characterize Free-Surface Flow over Trapezoidal Labyrinth Weir and Spillway

被引:9
|
作者
Torres, Caterina [1 ]
Borman, Duncan [2 ]
Sleigh, Andrew [2 ]
Neeve, David [3 ]
机构
[1] Rolls Royce Plc, 303 Bridgewater Pl,Birchwood Pk, Warrington WA3 6XF, Cheshire, England
[2] Univ Leeds, Sch Civil Engn, Woodhouse Ln, Leeds LS2 9DY, W Yorkshire, England
[3] Arup, 78 East St, Leeds LS9 8EE, W Yorkshire, England
基金
英国工程与自然科学研究理事会;
关键词
Scaled physical hydraulic model; Free-surface flows; Three-dimensional (3D) computational fluid dynamics (CFD) volume of fluid (VOF); Validation; Labyrinth weir; HYDRAULIC DESIGN;
D O I
10.1061/(ASCE)HY.1943-7900.0001852
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The current literature for labyrinth weirs suggests that little attention has been paid to the complex free-surface flows generated downstream of these structures. In particular, there is no available guidance on the most appropriate model implementations to reproduce these flows numerically. This study presents new insights into the three-dimensional (3D) computational fluid dynamics (CFD) modeling of the free-surface flow over a labyrinth weir and spillway. The volume of fluid (VOF) model is implemented in both the OpenFOAM and ANSYS Fluent version 17.2 solvers to simulate four flow rates over a 1:25 scale Fronde number physical model. The results reveal the VOF method with the k-c standard turbulence model and the piecewise linear interface construction algorithm is capable of well characterizing the complex flow behavior and features and provides appropriate predictions of velocities and depths. The model is also able to adequately estimate the labyrinth weir rating curve and the flow situation for various levels of tailwater in the spillway channel. The numerical predictions from the two solvers present greater consistency for the low flow rates. The increased discrepancies occurring for the largest flow rates are attributed to the different sensitivity to the mesh cell size as well as to the interface capturing schemes utilized. (C) 2021 American Society of Civil Engineers.
引用
收藏
页数:19
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