• Non ci sono risultati.

REFERENCESCHAMANI, M.R., and RAJARATNAM, N. (1999). "Characteristics of Skimming Flow over SteppedSpillways." Jl of Hyd. Engrg.

N/A
N/A
Info
Scarica
Protected

Academic year: 2021

Condividi "REFERENCESCHAMANI, M.R., and RAJARATNAM, N. (1999). "Characteristics of Skimming Flow over SteppedSpillways." Jl of Hyd. Engrg."

Copied!
1
0
0

Caricamento.... (Visualizza il testo completo ora)

Scarica adesso ( 1 pagine )

Testo completo

(1)

References

REFERENCES

CHAMANI, M.R., and RAJARATNAM, N. (1999). "Characteristics of Skimming Flow over Stepped Spillways." Jl of Hyd. Engrg., ASCE.

CHANSON, H. (1994). "Hydraulics of Nappe Flow Regime above Stepped Chutes and Spillways."

Aust. Civil Engrg Trans., I.E.Aust.

CHANSON, H. (1994). "Hydraulics of Skimming Flows over Stepped Channels and Spillways." Jl of Hyd. Res., IAHR.

CHANSON, H. (1995). "Air Bubble Entrainment in Free-surface Turbulent Flows. Experimental Investigations." Report CH46/95, Dept. of Civil Engineering, University of Queensland, Australia.

CHANSON, H. (1997). "Air Bubble Entrainment in Open Channels. Flow Structure and Bubble Size Distributions." Intl Jl of Multiphase Flow.

CHANSON, H. (2000). "Hystorical Development of Stepped Cascades for the Dissipation of Hydraulic energy”

CHANSON, H. (2001). "The Hydraulics of Stepped Chutes and Spillways." Balkema, Lisse, The Netherlands.

CHANSON, H. (2002). "Air-Water Flow Measurements with Intrusive Phase-Detection Probes. Can we Improve their Interpretation ?." Jl of Hyd. Engrg., ASCE.

CHANSON, H. (2004). "The Hydraulics of Open Channel Flows : An Introduction." Butterworth- Heinemann, Oxford, UK, 2nd edition

CHANSON, H. (2004). "Environmental Hydraulics of Open Channel Flows." Elsevier Butterworth- Heinemann, Oxford, UK.

CHANSON, H. (2006b). "Hydraulics of Skimming Flows on Stepped Chutes: the Effects of Inflow Conditions?" Jl of Hyd. Res., IAHR.

CHANSON, H. (2006). "Air Bubble Entrainment in Hydraulic Jumps. Similitude and Scale Effects."

Report No. CH57/05, Dept. of Civil Engineering, The University of Queensland, Brisbane, Australia.

CHANSON, H., and GONZALEZ, C.A. (2005). "Physical Modelling and Scale Effects of Air-Water Flows on Stepped Spillways." Journal of Zhejiang University SCIENCE.

CHANSON, H., and TOOMBES, L. (2002). "Experimental Investigations of Air Entrainment in Transition and Skimming Flows down a Stepped Chute. Application to Embankment Overflow Stepped Spillways." Can Jl of Civ. Eng

CHANSON, H., and TOOMBES, L. (2002). "Air-Water Flows down Stepped chutes : Turbulence and Flow Structure Observations." Intl Jl of Multiphase Flow.

CHANSON, H., and TOOMBES, L. (2002). "Experimental Study of Gas-Liquid Interfacial Properties in a Stepped Cascade Flow." Environmental Fluid Mechanics.

CHANSON, H., and TOOMBES, L. (2003). "Strong Interactions between Free-Surface Aeration and Turbulence in an Open Channel Flow." Experimental Thermal and Fluid Science.

CHANSON, H., and TOOMBES, L. (2004). "Hydraulics of Stepped Chutes: the Transition Flow." Jl of Hyd.Res., IAHR.

R-1

(2)

References

CHANSON, H., YASUDA, Y., and OHTSU, I. (2002). "Flow Resistance in Skimming Flows and its Modelling." Can Jl of Civ. Eng.

GONZALEZ, C.A. (2005). "An Experimental Study of Free-Surface Aeration on Embankment Stepped Chutes." Ph.D. thesis, Department of Civil Engineering, The University of Queensland, Brisbane, Australia..

GONZALEZ, C.A., and CHANSON, H. (2004). "Interactions between Cavity Flow and Main Stream Skimming Flows: an Experimental Study." Can Jl of Civ. Eng.

GONZALEZ, C.A., and CHANSON, H. (2006). "Flow Characteristics of Skimming Flows in Stepped Channels. Discussion." Jl of Hyd. Engrg., ASCE.

GONZALEZ, C.A., and CHANSON, H. (2006) “Effect of Turbulence Manipulation in Skimming Flows: An Experimental Study.” 15

th

Australasian Fluid Mechanics Conference Sydney

GONZALEZ, C.A., TAKAHASHI, M., and CHANSON, H. (2005). "Effects of Step Roughness in Skimming Flows: an Experimental Study." Research Report No. CE160, Dept. of Civil Engineering, The University of Queensland, Brisbane, Australia.

HENDERSON, F.M. (1966). "Open Channel Flow." MacMillan Company, New York, USA.

OHTSU, I., and YASUDA, Y. (1997). "Characteristics of Flow Conditions on Stepped Channels."

Proc. 27th IAHR Biennal Congress, San Francisco, USA, Theme D.

OHTSU, I., YASUDA, Y., and TAKAHASHI, M. (2004). "Flow Characteristics of Skimming Flows in Stepped Channels." Jl of Hyd. Engrg., ASCE, Vol. 130, No. 9, pp. 860-869.

NEZU,I., and NAKAGAWA H., (1993) “Turbulence in open-channel flows.” Rotterdam, Balkema.

RAJARATNAM, N. (1990). "Skimming Flow in Stepped Spillways." Jl of Hyd. Engrg., ASCE TOOMBES, L. (2002). "Experimental Study of Air-Water Flow Properties on Low-Gradient Stepped Cascades." Ph.D. thesis, Dept of Civil Engineering, The University of Queensland.

YASUDA, Y., and OHTSU, I.O. (1999). "Flow Resistance of Skimming Flow in Stepped Channels."

Proc.28th IAHR Congress, Graz, Austria.

YASUDA, Y., and CHANSON, H. (2003). "Micro- and Macro-scopic Study of Two-Phase Flow on a Stepped Chute." Proc. 30th IAHR Biennial Congress, Thessaloniki, Greece.

R-1

Riferimenti

Scarica adesso ( DOC - 1 pagine - 43.50 KB )

Documenti correlati

Influence of the air phase on water flow in dikes Witold

Numerical simulations are carried out to investigate the differences between the Richards equation and the two-phase flow model, using an in-house code based on the finite volume

Flow and Turbulence driven Water Surface Roughness and Gas Exchange Velocity in Streams

Sequences, where the drifter passed the BSW (i.e., the hydraulic jump from drifter immerging until leaving the broken standing wave) were shorter (5.1 ± 1.6 s). The drifter

Turbulence structure of non-uniform rough open channel flow

observed in the outer layer. To investigate the effect of the roughness in more detail, the mean velocity and turbulence parameters are compared with the smooth wall only for

Impact of flow variability and sediment characteristics on channel width evolution

A high rate of sediment transport was observed at the beginning of each test, but sediment movement drastically reduced as a response to channel widening. In our experiments, the

4. MICROSCOPIC STRUCTURE OF THE AIR-WATER FLOW

The structure of the flow in the upper spray region is highlighted also in Figure 4.17 where T xx is presented as a function of the bubble count rate F for the same discharge

New air-water flow measurements were performed in skimming flows on a large stepped chute physical model as it is pictured in Figure 5.1.

At macroscopic level, they included the distributions of void fraction, the bubble count rate, interfacial velocity and turbulence; whereas at microscopic level similar

Ethnic Minorities and Long-Term Implications of EU Enlargement

In response to the persistent dominance of majority groups and inspired by Western preoccupation with minority rights and ethnic revival, East Central European

El italiano como lengua de estudio en la escuela: una experiencia de adaptación lingüística con alumnos extranjeros"

En cada instituto escolar los matriculados no italianos no deben superar el 30%, y también el límite máximo de alumnos extranjeros por aula es del 30%; por lo tanto, para evitar