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- Users: JochemGrietens
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Horizontal open channel flow. Hydraulic jump calculation
Dear Fellow Engineers I'm having an issues with my calculations. This case concerns a open channel flow that start off being supercritical on the left and turns into subcritical flow after a hydraulic jump. Given: Volume flow rate Q = 0.16m^3/s Width of the channel b = 1m Resulting...- JochemGrietens
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- Replies: 8
- Forum: Pipelines, Piping and Fluid Mechanics engineering
