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Numerical Modeling of Flow in USBR II Stilling Basin with End Adverse Slope
2019
Zenodo
Hydraulic jump is one of the effective ways of energy dissipation in stilling basins that the energy is highly dissipated by jumping. Adverse slope surface at the end stilling basin is caused to increase energy dissipation and stability of the hydraulic jump. In this study, the adverse slope has been added to end of United States Bureau of Reclamation (USBR) II stilling basin in hydraulic model of Nazloochay dam with scale 1:40, and flow simulated into stilling basin using Flow-3D software.
doi:10.5281/zenodo.2571959
fatcat:4kbssyw4cvhcrooyc7ecipuyva