Closure to “velocity profiles and unsteady pipe friction in transient flow,”

Journal of Water Resources Planning and Management

Volumn 128, Issue 1, 2002, Pages 86-

  Brunone, Bruno ^a   Karney, Bryan W ^b   Mecarelli, Michele ^c   Ferrante, Marco ^a  

^a UNIVERSITY OF PERUGIA   (Italy)

^b UNIVERSITY OF TORONTO   (Canada)

^c Hydraulics Consultant   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 85001687863     PISSN: 07339496     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9496(2002)128:1(86)     Document Type: Article

References (14)

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2. 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.
3. Franke, P. G., and Seyler, F. (1983). “Computation of unsteady pipe flow with respect to visco-elastic material properties.” J. Hydraul. Res., 21(5), 345–353.
4. Ghilardi, P., and Paoletti, A. (1986). “I parametri viscoelastici per lo studio dei transitori idraulici in condotte di materiale polimerico.” Atti, XX Convegno di Idraulica e Costruzioni Idrauliche, Edizioni Libreria Progetto, Padua, Italy, 993–1006 (in Italian).
5. Guney, M. S. (1983). “Waterhammer in viscoelastic pipes where crosssection parameters are time dependent.” Proc., 4th Int. Conf. on Pressure Surges, BHRA, Cranfield, U.K., 189–204.
6. Modica, C., and Pezzinga, G. (1992). “Un modello quasi bidimensionale per il moto vario elastico in regime turbolento.” Atti, XXIII Convegno di Idraulica e Costruzioni Idrauliche, Florence, Italy, 4, E191–E205 (in Italian).
7. Pezzinga, G. (1999). “Quasi-2D model for unsteady flow in pipe networks.” J. Hydraul. Eng., 125(7), 676–685.
8. Pezzinga, G. (2000a). “Modelli di turbolenza a bassi numeri di Reynolds per la valutazione delle resistenze in moto vario.” L’Acqua, 1, 29–38 (in Italian).
9. Pezzinga, G. (2000b). “Evaluation of unsteady flow resistances by quasi-2D or 1D models,” J. Hydraul. Eng., 126(10), 778–785.
10. Pezzinga, G., and Scandura, P. (1995). “Unsteady flow in installation with polymeric additional pipe.” J. Hydraul. Eng., 121(11), 802–811.
11. Rieutord, E., and Blanchard, A. (1979). “E ´coulement non permanent en conduite viscoelastique—coup de be´lier.” J. Hydraul. Res., 17(3), 217–229 (in French).
12. Wylie, E. B. (1996). “Frictional effects in unsteady turbulent pipe flow.” Applied mechanics in the Americas, Vol. 5, M. Rysz, L. A. Godoy, and L. E. Suarez, eds., The Univ. of Iowa, Iowa City, Iowa, 29–34.
13. 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.
14. Ghidaoui, M., Karney, B. W., and McInnis, D., (1998). “Energy estimates for discretization errors in waterhammer problems.” J. Hydrologic Eng., 124(4), 384–393.