2017
DOI: 10.1063/1.5004028
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Large-eddy simulation of shallow turbulent wakes behind a conical island

Abstract: Large-Eddy Simulations (LESs) and experiments were employed to study the influence of water depth on the hydrodynamics in the wake of a conical island for emergent, shallow, and deeply submerged conditions. The Reynolds numbers based on the island’s base diameter for these conditions range from 6500 to 8125. LES results from the two shallower conditions were validated against experimental measurements from an open channel flume and captured the characteristic flow structures around the cone, including the atta… Show more

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Cited by 27 publications
(18 citation statements)
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“…A. Numerical framework Eddy-resolving simulations are accomplished using the in-house code Hydro3D which has been well-validated in hydro-environmental flows [32][33][34][35][36][37] . Hydro3D adopts the Large-Eddy Simulation (LES) approach to explicitly resolve the energy-containing flow structures while modelling the scales smaller than the grid size using a sub-grid scale model.…”
Section: Computational Methods and Set-upmentioning
confidence: 99%
See 1 more Smart Citation
“…A. Numerical framework Eddy-resolving simulations are accomplished using the in-house code Hydro3D which has been well-validated in hydro-environmental flows [32][33][34][35][36][37] . Hydro3D adopts the Large-Eddy Simulation (LES) approach to explicitly resolve the energy-containing flow structures while modelling the scales smaller than the grid size using a sub-grid scale model.…”
Section: Computational Methods and Set-upmentioning
confidence: 99%
“…The hydrodynamic forces generated on the cylinder are impacted by the asymmetric flow field developed around the cylinder owing to both its proximity to the bed and the upstream velocity logarithmic distribution. The cylinder forces are directly calculated from the immersed boundary method 36 in the horizontal and vertical directions, F x and F z respectively, and are used to calculate the drag (C D ) and lift (C L ) coefficients given by:…”
Section: F Dominant Shedding Frequency and Hydrodynamic Coefficientsmentioning
confidence: 99%
“…Flows around a wall-mounted circular cylinder appear in a large number of technical and environmental applications, such as river flows past bridge piers and pile foundations [1][2][3]. When the natural wall-bounded flow encounters a vertical cylinder, horseshoe vortices (HVs) are formed in the junction region between the bed and the cylinder [4][5][6].…”
Section: Introductionmentioning
confidence: 99%
“…The fluid flow was resolved using Hydro3D, a well-validated LES research code [28][29][30][31][32][33][34], including geometry-resolved simulations of vertical axis turbines [4,15] and the validation of an ALM for HATs [35]. The governing equations resolved in Hydro3D are the spatially filtered Navier-Stokes equations for turbulent, incompressible, three-dimensional flow:…”
Section: Large-eddy Simulationmentioning
confidence: 99%