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contributor authorCaterina Torres
contributor authorDuncan Borman
contributor authorAndrew Sleigh
contributor authorDavid Neeve
date accessioned2022-02-01T00:33:03Z
date available2022-02-01T00:33:03Z
date issued3/1/2021
identifier other%28ASCE%29HY.1943-7900.0001852.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4271626
description abstractThe 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 Froude number physical model. The results reveal the VOF method with the k-ε 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.
publisherASCE
titleApplication of Three-Dimensional CFD VOF to Characterize Free-Surface Flow over Trapezoidal Labyrinth Weir and Spillway
typeJournal Paper
journal volume147
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001852
journal fristpage04021002-1
journal lastpage04021002-19
page19
treeJournal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 003
contenttypeFulltext


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