Reply to discussion by G. Carosi and H. Chanson on "Turbulence characteristics in skimming flows on stepped spillways"

Carosi, Giovanna and Chanson, Hubert (2009) Reply to discussion by G. Carosi and H. Chanson on "Turbulence characteristics in skimming flows on stepped spillways". Canadian Journal of Civil Engineering, 36 4: 678-679. doi:10.1139/L09-023

Attached Files (Some files may be inaccessible until you login with your UQ eSpace credentials)
Name Description MIMEType Size Downloads
cjce_09.pdf cjce_09.pdf application/pdf 341.73KB 0

Author Carosi, Giovanna
Chanson, Hubert
Title Reply to discussion by G. Carosi and H. Chanson on "Turbulence characteristics in skimming flows on stepped spillways"
Journal name Canadian Journal of Civil Engineering   Check publisher's open access policy
ISSN 0315-1468
Publication date 2009-01-01
Year available 2009
Sub-type Discussion - responses, round table/panel discussions, Q&A, reply
DOI 10.1139/L09-023
Open Access Status File (Author Post-print)
Volume 36
Issue 4
Start page 678
End page 679
Total pages 2
Place of publication OTTAWA
Publisher NATL RESEARCH COUNCIL CANADA-N R C RESEARCH PRESS
Language eng
Subject 09 Engineering
0905 Civil Engineering
090509 Water Resources Engineering
CX
Abstract A main technical issue seems to be associated with the structure of the two-phase air–water flow skimming over the pseudo-bottom formed by the step edges. This is a difficult topic. In the air–water skimming flow, the microscopic structure of the gas–liquid mixture is closely linked with the interactions between turbulent vortices and air–water entities (bubbles, droplets, packets) (e.g., Chanson and Toombes 2002; Carosi and Chanson 2008; Gonzalez and Chanson 2008). In the high-velocity free-surface flow, the strong interactions between the turbulent waters and the atmosphere lead to a complete deformation at the interface. Through the free-surface, air is continuously trapped, and the resulting air–water mixture extends through the entire flow (Rao and Kobus 1971; Wood 1991; Chanson 1997). The air–water flow is characterized a complicated two-phase turbulent motion with void fractions ranging from some small, often nonzero values close to the invert to 100% above a pseudo "free-surface" that is usually defined as the location where the void fraction equals 90% (Cain and Wood 1981; Wood 1991; Chanson 1997; Matos 2000). The notion of "effective homogenous flow" contradicts detailed measurements conducted with accurate instrumentations in large-size facilities with well-controlled flow conditions and it is obsolete. Recent findings (Carosi and Chanson 2008) demonstrated in fact a marked changed in flow properties for C ~ 0.95 to 0.97, that is consistent with earlier studies suggesting the use of Y95 or even Y98 as the characteristic air–water flow thickness (Jevdjevich and Levin 1953; Aivazyan 1986).
Keyword Stepped spillways
Free-surface aeration
Turbulence
Energy dissipation
Q-Index Code CX
Institutional Status UQ
Additional Notes The full bubliographic details are: Carosi, G., and Chanson, H. (2009). "Turbulence Characteristics in Skimming Flows on Stepped Spillways. Reply." Canadian Journal of Civil Engineering, Vol. 36, No. 4, pp. 678-679 (doi:10.1139/L09-023) (ISSN 0315-1468).

Document type: Journal Article
Sub-type: Discussion - responses, round table/panel discussions, Q&A, reply
Collection: School of Civil Engineering Publications
 
Versions
Version Filter Type
Citation counts: TR Web of Science Citation Count  Cited 0 times in Thomson Reuters Web of Science Article
Scopus Citation Count Cited 0 times in Scopus Article
Google Scholar Search Google Scholar
Created: Sat, 18 Apr 2009, 10:24:52 EST by Hubert Chanson on behalf of School of Civil Engineering