Chapter
Apr 26, 2012

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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Go to World Environmental and Water Resources Congress 2008
World Environmental and Water Resources Congress 2008: Ahupua'A
Pages: 1 - 10

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Published online: Apr 26, 2012

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Hubert Chanson [email protected]
Professor in Civil Engineering, The University of Queensland, Brisbane QLD 4072, Australia,. E-mail: [email protected]
Frédéric Murzyn
Lecturer, ESTACA Campus Ouest, Parc Universitaire de Laval — Changé Rue Georges Charpak, BP 76121, 53061 Laval Cedex 9, France

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