Dynamic Similarity and Scale Effects Affecting Air Bubble Entrainment in Hydraulic Jumps


Autoria(s): Chanson, Hubert
Contribuinte(s)

Martin Sommerfield

Data(s)

01/01/2007

Resumo

In an open channel, the transition from super- to sub-critical flow is a flow singularity (the hydraulic jump) characterised by a sharp rise in free-surface elevation, strong turbulence and air entrainment in the roller. A key feature of the hydraulic jump flow is the strong free-surface aeration and air-water flow turbulence. In the present study, similar experiments were conducted with identical inflow Froude numbers Fr1 using a geometric scaling ratio of 2:1. The results of the Froude-similar experiments showed some drastic scale effects in the smaller hydraulic jumps in terms of void fraction, bubble count rate and bubble chord time distributions. Void fraction distributions implied comparatively greater detrainment at low Reynolds numbers yielding some lesser aeration of the jump roller. The dimensionless bubble count rates were significantly lower in the smaller channel, especially in the mixing layer. The bubble chord time distributions were quantitatively close in both channels, and they were not scaled according to a Froude similitude. Simply the hydraulic jump remains a fascinating two-phase flow motion that is still poorly understood.

Identificador

http://espace.library.uq.edu.au/view/UQ:23910/icmf07_3.pdf

http://espace.library.uq.edu.au/view/UQ:23910

Idioma(s)

eng

Publicador

Technische Universität Darmstadt

Palavras-Chave #hydraulic jumps #air bubble entrainment #dynamic similarity #scale effects #physical modelling #Froude similitude #Reynolds number #aspect ratio #dynamic similarity #240000 Physical Sciences #240500 Classical Physics #240502 Fluid Physics #290000 Engineering and Technology #290800 Civil Engineering #290802 Water and Sanitary Engineering #291800 Interdisciplinary Engineering #291803 Turbulent Flows
Tipo

Conference Paper