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

Yıl 2017, , 1 - 6, 14.06.2017

Mehmet Cihan Aydın , Ali Emre Ulu

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

Cited By: 3

Öz

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.

Anahtar Kelimeler

CFD, Sluice Gate, Submerged Hydraulic Jump

Kaynakça

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