Applicability of Quasisteady and Axisymmetric Turbulence Models in Water Hammer-Reference-Cited by-同舟云学术

Applicability of Quasisteady and Axisymmetric Turbulence Models in Water Hammer

Published:2002-10 Issue:10 Volume:128 Page:917-924
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Ghidaoui Mohamed S.¹,Mansour Sameh G. S.²,Zhao Ming³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, The Hong Kong Univ. of Science & Technology, Hong Kong (corresponding author).

2. Assistant Professor, Hydraulics Research Institute, Delta Barrage, Egypt; Visiting Scholar, Dept. of Civil Engineering, The Hong Kong Univ. of Science & Technology, Hong Kong.

3. PhD Student, Dept. of Civil Engineering, The Hong Kong Univ. of Science & Technology, Hong Kong.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282002%29128%3A10%28917%29

Reference23 articles.

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2. 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

3. Transition of unsteady velocity profiles with reverse flow

4. Eichenger P. and Lein G. (1992). “The influence of friction on unsteady pipe flow.” Unsteady flow and fluid transients R. Bettes and J. Watts eds. Balkema Rotterdam The Netherlands 41–50.

5. Stability Analysis of Velocity Profiles in Water-Hammer Flows

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