Air Bubble Entrainment in Hydraulic Jumps: Similitude and Scale Effects

A hydraulic jump is the sudden transition from a high-velocity, supercritical open channel flow into a slow-moving, sub-critical flow. It is characterised by a sudden rise of the free-surface, with strong energy dissipation and mixing, large-scale turbulence, air entrainment, waves and spray. Despite recent pertinent studies, the interactions between air bubble diffusion and momentum transfer are not completely understood. In the present study, new air-water flow measurements were performed in hydraulic jumps with partially-developed flow conditions. The experiments were performed in relatively large-size facilities with phase-detection probes. Experiments were performed with identical Froude numbers, but different Reynolds numbers or different relative channel widths. In hydraulic jumps with partially-developed inflow, void fraction distributions showed the presence of an advection/diffusion shear layer in which void fraction distributions followed an analytical solution of the diffusion equation for air bubbles. This advective diffusion layer was observed only for Re1 > 2.5 E+4. For smaller inflow Reynolds numbers, the air entrainment rate was too weak and air detrainment tended to dominate the air-water flow pattern. In the developing shear region, bubble chord time distributions showed a broad range of chord times. The distributions were skewed with a preponderance of bubble chord times smaller than the mean. A cluster analysis of bubble grouping was performed. Little bubble clustering was observed. An interparticle arrival time analysis suggested however that bubble clustering may occur preferentially for small bubbles with chord times less than 3 msec. Similar experiments with identical inflow Froude numbers and relative channel widths were repeated with a true geometric scaling ratio of Lr = 2 (i.e. 2:1 scale). The results showed drastic scale effects at small Reynolds numbers in terms of void fraction, bubble count rate and bubble chord time distributions. Void fraction distributions implied comparatively greater detrainment at low Reynolds numbers leading to a lesser overall aeration of the jump roller, while dimensionless bubble count rates were drastically lower especially in the mixing layer. Bubble chord times were not scaled according to a Froude similitude. Experimental results suggested also that the relative channel width had little effect on the air-water flow properties for identical inflow Froude and Reynolds numbers within 8 < W/d1 < 22 for 0.25 < W < 0.50 m. Transverse air-water length scales were deduced from signal correlation analyses between two probes separated by a known transverse distance. In the bubbly flow region, the resulting length scale was related to the inflow depth. The dimensionless transverse length scale Z/d1 was typically between 0.25 and 0.4 irrespective of the inflow Froude and Reynolds numbers. It is a measure of transverse length scale of vortical structures advecting air bubbles in the developing shear layer.

[1]  Hubert Chanson,et al.  Scale Effects in Moderate Slope Stepped Spillways. Experimental Studies in Air-Water Flows , 2004 .

[2]  Michael R. Davis,et al.  Detection of instantaneous phase changes in gas-liquid mixtures , 1974 .

[3]  K. D. Marx,et al.  MULTIPOINT STATISTICAL STRUCTURE OF THE IDEAL SPRAY, PART I: FUNDAMENTAL CONCEPTS AND THE REALIZATION DENSITY , 1995 .

[4]  A. Einstein Eine neue Bestimmung der Moleküldimensionen , 1905 .

[5]  Luke Toombes,et al.  Experimental Study of Air-Water Flow Properties on Low-Gradient Stepped Cascades , 2002 .

[6]  Hubert Chanson A Study of Air Entrainment and Aeration Devices on a Spillway Model , 1988 .

[7]  Hubert Chanson,et al.  Discussion of “Turbulent Open-Channel Flows: Drop-Generation and Self-Aeration” by Martin Rein , 1999 .

[8]  Flow Field in a Tidal Bore: a Physical Model , 2001 .

[9]  Nallamuthu Rajaratnam,et al.  Structure of flow in hydraulic jumps , 1991 .

[10]  Hubert Chanson,et al.  Air entrapment and air bubble dispersion at two-dimensional plunging water jets (vol 53, pg 4113, 1998) , 1998 .

[11]  R. Sellin,et al.  Hydraulic Jump as Mixing layer , 1989 .

[12]  M. Rein,et al.  Turbulent Open-Channel Flows: Drop-Generation and Self-Aeration , 1998 .

[13]  G. Faeth,et al.  Onset and end of drop formation along the surface of turbulent liquid jets in still gases , 1995 .

[14]  Hubert Chanson,et al.  Air Bubble Entrainment and Gas Transfer at Hydraulic Jumps , 1994 .

[15]  Hubert Chanson,et al.  Experimental Investigations of Air Entrainment in Transition and Skimming Flows down a Stepped Chute: Application to Embankment Overflow Stepped Spillways , 2002 .

[16]  F. J. Resch,et al.  Le ressaut hydraulique : mesures de turbulence dans la région diphasique , 1972 .

[17]  Hubert Chanson,et al.  An Experimental Study of Individual Air Bubble Entrainment at a Planar Plunging Jet , 1999 .

[18]  Michele Mossa,et al.  Flow visualization in bubbly two-phase hydraulic jump , 1998 .

[19]  Hubert Chanson,et al.  Analysis of Air Bubble Probability Distribution Functions in a Large-Size Dropshaft , 2004 .

[20]  J. W. Hoyt,et al.  Turbulence structure in a water jet discharging in air , 1977 .

[21]  Hubert Chanson,et al.  Experimental study of the air–water shear flow in a hydraulic jump , 2000 .

[22]  Hubert Chanson,et al.  A Study of Dam Break Wave of Thixotropic Fluid: Bentonite Surges down an Inclined plane , 2004 .

[23]  John R. Chaplin,et al.  Optical fibre probe measurements of bubbly flow in hydraulic jumps , 2005 .

[24]  F. Henderson Open channel flow , 1966 .

[25]  Hubert Chanson,et al.  Air Bubble Entrainment in Free-Surface Turbulent Shear Flows , 1996 .

[26]  M. Hanif Chaudhry,et al.  Closed-Conduit Flow , 1981 .

[27]  Hubert Chanson,et al.  Air Entrainment in the Developing Flow Region of Plunging Jets—Part 2: Experimental , 1997 .

[28]  John R. Chaplin,et al.  Free Surface Length Scale Estimation in Hydraulic Jumps , 2005 .

[29]  Hubert Chanson,et al.  Experimental Investigations of Air Bubble Entrainment in Developing Shear Layers , 1997 .

[30]  Hubert Chanson,et al.  An Experimental Study of Roman Dropshaft Operation : Hydraulics, Two-Phase Flow, Acoustics , 2002 .

[31]  Hubert Chanson Flow Characteristics of Undular Hydraulic Jumps. Comparison with Near-Critical Flows , 1995 .

[32]  Turgut Sarpkaya,et al.  Vorticity, Free Surface, and Surfactants , 1996 .

[33]  Hubert Chanson,et al.  Air-Water Flow Measurements with Intrusive, Phase-Detection Probes: Can We Improve Their Interpretation? , 2002 .

[34]  Juan C. Lasheras,et al.  Statistical description of the bubble cloud resulting from the injection of air into a turbulent water jet , 2002 .

[35]  Raymond Comolet Sur le mouvement d'une bulle de gaz dans un liquide , 1979 .

[36]  Hubert Chanson,et al.  Air Bubble Entrainment in Free-Surface Turbulent Flows: Experimental Investigations , 1995 .

[37]  P.-K. Wu,et al.  Primary breakup in gas/liquid mixing layers for turbulent liquids , 1992 .

[38]  Hubert Chanson,et al.  Interactions Between Free-Surface, Free-Stream Turbulence and Cavity Recirculation in Open Channel Flows: Measurements and Turbulence Manipulation , 2004 .

[39]  Hubert Chanson,et al.  Effects of Step Roughness in Skimming Flows: An Experimental Study , 2005 .

[40]  Hubert Chanson,et al.  Air Entrainment in the Developing Flow Region of Plunging Jets—Part 1: Theoretical Development , 1997 .

[41]  Ian R. Wood,et al.  Air entrainment in free-surface flows , 1991 .

[42]  Hubert Chanson,et al.  Similitude of Air Bubble Entrainment and Dispersion in Vertical Circular Plunging Jet Flows. An Experimental Study with Freshwater, Salty Freshwater and Seawater , 2002 .

[43]  Hubert Chanson,et al.  An Experimental Study of Tidal Bores and Positive Surges: Hydrodynamics and Turbulence of the Bore Front , 2005 .

[44]  Moongeun Hong,et al.  Characterization of phase detection optical probes for the measurement of the dispersed phase parameters in sprays , 2004 .

[45]  K. D. Marx,et al.  MULTIPOINT STATISTICAL STRUCTURE OF THE IDEAL SPRAY, PART II: EVALUATING STEADINESS USING THE INTERPARTICLE TIME DISTRIBUTION , 1995 .

[46]  Hubert Chanson,et al.  Air–water flows down stepped chutes: turbulence and flow structure observations , 2002 .

[47]  Peter D. Cummings Aeration Due to Breaking Waves , 1996 .

[48]  Hubert Chanson,et al.  Physical modelling and similitude of air bubble entrainment at vertical circular plunging jets , 2004 .

[49]  Hubert Chanson,et al.  Air Entrainment in Two-Dimensional Turbulent Shear Flows with Partially Developed Inflow Conditions , 1995 .

[50]  J. Luong UNSTEADINESS IN EFFERVESCENT SPRAYS , 1999 .

[51]  Hubert Chanson,et al.  Physical modelling and scale effects of air-water flows on stepped spillways , 2005 .

[52]  Carlos A. Gonzalez,et al.  An Experimental Study of Free-surface Aeration on Embankment Stepped Chutes , 2005 .

[53]  Maurizio Brocchini,et al.  The dynamics of strong turbulence at free surfaces. Part 2. Free-surface boundary conditions , 2001, Journal of Fluid Mechanics.

[54]  Hubert Chanson,et al.  Hydraulics of Rectangular Dropshafts , 2004 .

[55]  Udo Fritsching,et al.  Droplet clustering in sprays , 2006 .

[56]  Hubert Chanson,et al.  Air Entrainment by Two-Dimensional Plunging Jets : the Impingement Region and the Very-Near Flow Field , 1998 .

[57]  Hubert Chanson,et al.  Study of air entrainment and aeration devices , 1989 .