Closure to “Velocity Profiles and Unsteady Pipe Friction in Transient Flow,” by Bruno Brunone, Bryan W. Karney, Michele Mecarelli, and Marco Ferrante July/August 2000, Vol. 126, No. 4, pp. 236

Closure to “Velocity Profiles and Unsteady Pipe Friction in Transient Flow,” by Bruno Brunone, Bryan W. Karney, Michele Mecarelli, and Marco Ferrante July/August 2000, Vol. 126, No. 4, pp. 236–244

Published:2002-01 Issue:1 Volume:128 Page:86-86
ISSN:0733-9496
Container-title:Journal of Water Resources Planning and Management
language:en
Short-container-title:J. Water Resour. Plann. Manage.

Author:

Brunone Bruno¹,Karney Bryan W.²,Mecarelli Michele³,Ferrante Marco⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, via G. Duranti 93, 06125 Perugia, Italy.

2. Professor, Dept. of Civil Engineering, Univ. of Toronto, ON, Canada M5S 1A4.

3. Hydraulics Consultant, Perugia, Italy.

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Perugia, via G. Duranti 93, 06125 Perugia, Italy.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology,Geography, Planning and Development,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9496%282002%29128%3A1%2886%29

Reference2 articles.

1. 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 A Lowdon Ed. BHR Group York U.K. 339–348.

2. Energy Estimates for Discretization Errors in Water Hammer Problems

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