Systematic Evaluation of One-Dimensional Unsteady Friction Models in Simple Pipelines-Reference-Cited by-同舟云学术

Systematic Evaluation of One-Dimensional Unsteady Friction Models in Simple Pipelines

Published:2006-07 Issue:7 Volume:132 Page:696-708
ISSN:0733-9429
Container-title:Journal of Hydraulic Engineering
language:en
Short-container-title:J. Hydraul. Eng.

Author:

Vítkovský John P.¹²³⁴,Bergant Anton¹²³⁴,Simpson Angus R.¹²³⁴,Lambert Martin F.¹²³⁴

Affiliation:

1. Graduate Hydrologist, Dept. of Natural Resources and Mines, Water Assessment Group, Indooroopilly QLD 4068, Australia.

2. Head, Research, Instrumentation and Control Engineering Dept., Litostroj E.I. d.o.o., 1000 Ljubljana, Slovenia.

3. Head Professor, Centre for Applied Modelling in Water Engineering, School of Civil and Environmental Engineering, Univ. of Adelaide, Adelaide SA 5005, Australia.

4. Associate Professor, Centre for Applied Modelling in Water Engineering, School of Civil and Environmental Engineering, Univ. of Adelaide, Adelaide SA 5005, Australia (corresponding author).

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%282006%29132%3A7%28696%29

Reference39 articles.

1. Abreu J. M. and Almeida A. B. (2004). “Wall shear stress and flow behavior under transient flow in a pipe.” Proc. 9th Int. Conf. on Pressure Surges BHR Group Chester U.K. 457–476.

2. Adamkowski A. and Lewandowski M. (2004). “Experimental examination of unsteady friction models for transients pipe flow simulation.” Proc. 9th Int. Conf. on Pressure Surges BHR Group Chester U.K. 421–437.

3. Anderson A. Arfaie M. Sandoval-Pena R. and Suwan K. (1991). “Pipe-friction in waterhammer computation.” Proc. 24th IAHR Congress Vol. 2 Madrid Spain 23–30.

4. Extended Thermodynamics Derivation of Energy Dissipation in Unsteady Pipe Flow

5. Bergant A. and Simpson A. R. (1994). “Estimating unsteady friction in transient cavitating pipe flow.” Proc. 2nd Int. Conf. on Water Pipeline Systems Edinburgh Scotland 3–16.

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