DISCUSSIONS AND CLOSURES
Feb 1, 2008

Closure to “Systematic Evaluation of One-Dimensional Unsteady Friction Models in Simple Pipelines” by J. P. Vítkovský, A. Bergant, A. R. Simpson, and M. F. Lambert

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydraulic Engineering
Volume 134, Issue 2
First page of PDF

Get full access to this article

View all available purchase options and get full access to this article.

References

Brunone, B., Ferrante, M., and Cacciamani, M. (2004). “Decay of pressure and energy dissipation in laminar transient flow.” J. Fluids Eng., 126, 928–934.
Ghidaoui, M. S., Mansour, S. G. S., and Zhao, M. (2002). “Applicability of quasi steady and axisymmetric turbulence models in water hammer.” J. Hydraul. Eng., 128(10), 917–924.
Jönsson, L. (2001). “Experimental studies of leak detection using hydraulic transients.” 29th IAHR Congress, IAHR, Beijing.
Pezzinga, G. (1999). “Quasi-2D model for unsteady flow in pipe networks.” J. Hydraul. Eng., 125(7), 676–685.
Vardy, A. E., and Brown, J. M. B. (2003). “Transient turbulent friction in smooth pipe flows.” J. Sound Vib., 259(5), 1011–1036.
Vardy, A. E., and Brown, J. M. B. (2004). “Transient turbulent friction in fully-rough pipe flows.” J. Sound Vib., 270(1–2), 233–257.
Vardy, A. E., and Hwang, K.-L. (1991). “A characteristics model of transient friction in pipes.” J. Hydraul. Res., 29(5), 669–684.
Zhao, M., and Ghidaoui, M. S. (2006). “Investigation of turbulence behavior in pipe transient using a k-ε model.” J. Hydraul. Res., 44(5), 682–692.
Zielke, W. (1968). “Frequency-dependent friction in transient pipe flow.” J. Basic Eng., 90(1), 109–115.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 134Issue 2February 2008
Pages: 284

History

Received: Mar 26, 2007
Accepted: Apr 30, 2007
Published online: Feb 1, 2008
Published in print: Feb 2008

Permissions

Request permissions for this article.

Authors

Affiliations

J. P. Vítkovský
Hydrologist, Water Assessment Group, Department of Natural Resources and Water, Queensland Government, Indooroopilly QLD 4068, Australia.
A. Bergant
Head, Research, Instrumentation and Control Engineering Department, Litostroj E.I. d.o.o., 1000 Ljubljana, Slovenia.
A. R. Simpson
Professor, Water and Environmental Engineering Research Group, School of Civil and Environmental Engineering, University of Adelaide, Adelaide SA 5005, Australia.
M. F. Lambert
Associate Professor, Water and Environmental Engineering Research Group, School of Civil and Environmental Engineering, University of Adelaide, Adelaide SA 5005, Australia.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share