Froude Similitude and Scale Effects Affecting Air Entrainment in Hydraulic Jumps
Publication: World Environmental and Water Resources Congress 2008: Ahupua'A
Abstract
A hydraulic jump is the rapid transition from a high-velocity to a low-velocity open channel flow. It is characterized by strong turbulence and air bubble entrainment. Detailed air-water flow properties were measured in hydraulic jumps with partially-developed inflow conditions. The present data set together with the earlier data of Chanson (2006) yielded similar experiments conducted with identical inflow Froude numbers but Reynolds numbers between 24,000 and 98,000. The comparative results showed some drastic scale effects in the smaller hydraulic jumps in terms of void fraction and bubble count rate distributions. The present comparative analysis demonstrated quantitatively that dynamic similarity of two-phase flows in hydraulic jumps cannot be achieved with a Froude similitude. In experimental facilities with Reynolds numbers up to 105, some viscous scale effects were observed in terms of the rate of entrained air and air-water interfacial area.
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Copyright
© 2008 American Society of Civil Engineers.
History
Published online: Apr 26, 2012
ASCE Technical Topics:
- Channel flow
- Continuum mechanics
- Dynamic loads
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Entrainment
- Flow (fluid dynamics)
- Flow measurement
- Fluid dynamics
- Fluid mechanics
- Fluid velocity
- Froude number
- Hydraulic engineering
- Hydraulic jump
- Hydraulic loads
- Hydraulic properties
- Hydrologic engineering
- Measurement (by type)
- Open channel flow
- Scale effect
- Solid mechanics
- Structural dynamics
- Water and water resources
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