Velocity Profiles and Unsteady Pipe Friction in Transient Flow

By Bruno Brunone, Bryan Karney, Michele Mecarelli, Marco Ferrante. 2000

220 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Mechanical Engineering

View Paper: https://www.semanticscholar.org/paper/a5691e97a8356a28a4e4d92e3594dc196c9ee093

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Jin-keun Kim
2. Y. Tung
3. Nicolas Roussel
4. Pedro J. Lee
5. S. Kawashima
6. Ye Qian
7. K. Khayat
8. A. Ahmadi

In Mechanical Engineering

1. Nicolas Roussel
2. Pedro J. Lee

Citations in the corpus

• Unsteady friction and visco-elasticity in pipe fluid transients (2010, background): “This shortfall was highlighted in discussions (Pezzinga 2002, Brunone et al. 2002).”
• The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part II—model development, calibration and verification (2005, background): “More recently, Brunone et al. (1999, 2000) carried out experimental tests in a 350-m PE pipe-rig and attributed the observed pressure wave dampening to unsteady friction losses.”
• Lubrication layer properties during concrete pumping (2013, methodology): “Experimental investigations of pipe flows using ultrasonic waves have already been carried out in the literature [18–21] for themeasurement of velocity profiles of simple fluids such aswater or dilute suspensions.”