Numerical modelling of sluice gates with different sill types under submerged flow conditions

Year 2017, Volume: 7 Issue: 1, 1 - 6, 14.06.2017

Mehmet Cihan Aydın Ali Emre Ulu

https://doi.org/10.17678/beuscitech.310157

Cited By: 2

Abstract

Computational Fluid Dynamics (CFDs) analyze software package programs recently gained a high importance in hydraulic engineering. The present study investigates how the different sills will affect the flow dynamics in free-surface flows. In the study, velocity contours and velocity magnitudes for each sill shapes are investigated. The velocity magnitudes are compared by taking 4 cross-sections from the downstream region. Results showed that sills located at downstream of the channel decrease the velocity magnitude for each selected location.

Keywords

CFD, Sluice Gate, Submerged Hydraulic Jump

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