The structure of vortical flow over a rounded broad-crested weir
M. Anil Kizilaslan, Elif Deniz Atlas, Huseyin Yaban, Ender Demirel

TL;DR
This study uses advanced simulations validated by experiments to analyze vortex structures and free-surface interactions over a rounded broad-crested weir, revealing flow dynamics and effects of upstream modifications.
Contribution
It introduces a combined DES and LES approach validated with experimental data to study vortex interactions and free-surface behavior over a weir, highlighting the impact of upstream pools.
Findings
Good agreement between simulations and experiments for velocity and surface profiles.
Vortex structures significantly influence free-surface undulations.
Upstream pools reduce vortex-induced undulation by 86%.
Abstract
Turbulent flow over a rounded broad-crested weir is investigated by means of detached eddy simulation (DES) and large eddy simulation (LES) with special emphasis on the interaction of coherent vortex structures with free-surface. In order to set up and validate the computational model, experimental studies were conducted in a laboratory flume using a moderately rounded broad-crested weir with a rounding ratio of R/P=0.15, where R is the radius of the upstream nose and P is the height of the weir. The simulated mean velocity, Reynolds stresses and free-surface profiles show good agreement with the experimental measurements. Spatial variation of the boundary layer on the crest is well captured using a dimensionless form of the Lamb vector divergence. Boundary layer shape factor calculated over the weir was found to be lie between 0.76 and 0.92. A horseshoe vortex system emanating from the…
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Taxonomy
TopicsHydraulic flow and structures · Fluid Dynamics and Turbulent Flows · Irrigation Practices and Water Management
