Air-water flow measurements were conducted in two large-size stepped chute facilities (theta = 3.4 & 16 degrees) to study experimental distortion caused by scale effects and result extrapolation to prototypes. The stepped geometries corresponded to moderate slopes typical of embankment dams and storm waterways. Experimental data included distributions of air concentration, air-water flow velocity, bubble frequency, bubble chord length and turbulence intensity. For a Froude similitude, scale effects were observed in both facilities, although the geometric scaling ratio was only Lr = 2 in each case. The criterion selection for scale effects is a critical issue. In the 16 degree chute, major differences (i.e. scale effects) were observed in terms of bubble chord sizes and turbulence levels although little scale effects were seen in terms of void fraction and velocity distributions. The findings emphasise that physical modelling of stepped chutes based upon a Froude similitude is more
[1]
Hubert Chanson,et al.
Air-Water Flow Measurements with Intrusive, Phase-Detection Probes: Can We Improve Their Interpretation?
,
2002
.
[2]
Hubert Chanson,et al.
Air–water flows down stepped chutes: turbulence and flow structure observations
,
2002
.
[3]
R. A. Antonia,et al.
The turbulent boundary layer over transverse square cavities
,
1999,
Journal of Fluid Mechanics.
[4]
Hubert Chanson,et al.
The hydraulics of open channel flow
,
2004
.
[5]
Hubert Chanson,et al.
Flow Resistance in Skimming Flows and its Modelling
,
2002
.
[6]
F. Henderson.
Open channel flow
,
1966
.
[7]
Hubert Chanson,et al.
Hydraulics of Stepped Chutes and Spillways
,
2002
.
[8]
Donald W. Knight,et al.
Hydraulic Resistance of Artificial Strip Roughness
,
1979
.