Reference

• Caleffi et. al. "Finite Volume Method for Simulating Extreme Flood Events in Natural Channels." Journal of Hydraulic Research, Vol. 41, No. 2, 2003, 167-177.

Domain

• rectangular flume
• 25 m length
• 1 m width
• variable depth

Initial Conditions

• no flow
• 0.33 water surface elevation

Boundary Conditions

• 0.18 cms upstream inflow (left)
• 0.33 downstream water surface elevation (right)

Run Files

The mesh (*.3dm), boundary condition (*.bc), and hotstart (*.hot) file can be downloaded from https://github.com/erdc/AdH-V-V-input-files.

• Bump.3dm
• Bump.bc
• Bump.hot

Results

• Model run to steady state
• Hydraulic jump forms on downstream side of the bump
• Modeled results (points), Analytic Results (line)