DISCUSSIONS AND CLOSURES
May 15, 2002

Discussion of “Evaluation of Unsteady Flow Resistances by Quasi-2D or 1D Models” by Giuseppe Pezzinga

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Hydraulic Engineering
Volume 128, Issue 6
First page of PDF

Get full access to this article

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

References

Bergant, A., Simpson, A. R., and Vitkosky, J. P. (1999). “Review of unsteady friction models in transient pipe flow.” Proc., 9th Int. Meeting of the Work Group on the Behavior of Hydraulic Machinery under Steady Oscillatory Conditions, IAHR, Brno, Czech Republic, Paper No. D1.
Brunone, B., Ferrante, M., and Calabresi, F. (2001). “High Reynolds number transients in a pump rising main. Field tests and numerical modeling.” Proc., 4th Int. Conf. on Water Pipeline Systems, York, U.K., 339–348.
Brunone, B., Golia, V. M., and Greco, M. (1991). “Some remarks on the momentum equation for fast transients.” Proc., 11th Int. Meeting on Hydraulic Transients and Water Column Separation, Valencia, E., 201–209.
Brunone, B., and Morelli, L.(1999). “Automatic control valve-induced transients in an operative pipe system.” J. Hydraul. Eng., 125(5), 534–542.
Bughazem, M. B., and Anderson, A. (1996). “Problems with simple models for damping in unsteady flow.” Proc., 7th Int. Conf. on Pressure Surges and Fluid Transients in Pipelines and Open Channels, BHR Group, Harrogate, U.K., 537–548.
Karney, B. W., and Brunone, B. (1999). “Water hammer in pipe network: Two case studies.” Proc., CCWI’99 Int. Conf. on Water Industry Systems: Modeling and Optimization Applications, Research Studies, Baldock, U.K. 363–376.
Vardy, A. (1992). “Approximating unsteady friction at high Reynolds numbers.” Proc., Int. Conf. on Unsteady Flow and Fluid Transients, B. Watts, ed., Balkema, Rotterdam, The Netherlands, 21–29.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 128Issue 6June 2002
Pages: 646 - 647

History

Published online: May 15, 2002
Published in print: Jun 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Bruno Brunone, M.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, via G. Duranti 93, 06125 Perugia, Italy.
Marco Ferrante
Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, via G. Duranti 93, 06125 Perugia, Italy.
Francesco Calabresi
Post Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Perugia, via G. Duranti 93, 06125 Perugia, Italy.

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