Civil Engineering Reference
In-Depth Information
references
1. Neshan, H. (1985). Water Hammer . pumps Iran Co. Tehran, Iran, pp. 1-60.
2. Streeter, V. L. and Wylie, E. B. (1979). Fluid Mechanics . McGraw-Hill Ltd., USA, pp. 492-505.
3. Hariri, K (2007a). Decreasing of unaccounted for water “UFW” by Geographic Information Sys-
tem “GIS” in Rasht Urban Water System. Technical and Art. J. Civil Engineering Organization
of Gilan 38 , 3-7.
4. Hariri, K. (2007b). GIS and water hammer disaster at earthquake in Rasht water pipeline. 3rd
International Conference on Integrated Natural Disaster Management (INDM) .Tehran, Iran.
5. Hariri, K. (2007c). Interpenetration of two fluids at parallel between plates and turbulent moving
in pipe. 8th Conference on Ministry of Energetic works at research week. Tehran, Iran.
6. Hariri, K. (2007d). Water hammer and valves. 8th Conference on Ministry of Energetic works at
research week. Tehran, Iran.
7. Hariri, K. (2007e). Water hammer and hydrodynamics' instability. 8th Conference on Ministry of
Energetic works at research week. Tehran, Iran.
8. Hariri, K., (2007f). Water hammer analysis and formulation. 8th Conference on Ministry of En-
ergetic works at research week. Tehran, Iran.
9. Hariri, K. (2007g). Water hammer and fluid condition. 8th Conference on Ministry of Energetic
works at research week. Tehran, Iran.
10. Hariri, K. (2007h). Water hammer and pump pulsation. 8th Conference on Ministry of Energetic
works at research week. Tehran, Iran.
11. Hariri, K. (2007i). Reynolds number and hydrodynamics' instability. 8th Conference on Ministry
of Energetic works at research week. Tehran, Iran.
12. Wylie, E. B. and Streeter, V. L. (1982). Fluid Transients, Feb Press, Ann Arbor, MI, 1983. cor-
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13. Arris, S. Tijsseling (in press). “Alan E Vardy Time scales and FSI in unsteady liquid-filled pipe
flow”5-12.
14. Ghidaoui León et al. (2005). An efficient second-order accurate shock-capturing scheme for
modeling one and two-phase water hammer flows. Ph. D. Thesis, 4-44.
15. Arturo, S. Leon (2007). An efficient second-order accurate shock-capturing scheme for modeling
one and two-phase water hammer flows. Ph. D. Thesis, 4-44.
16. Apoloniusz, Kodura, Katarzyna, and Weinerowska (2005). Some Aspects of Physical and Nu-
merical Modeling of Water Hammer in Pipelines, pp. 126-132.
17. Kodura, A., Weinerowska, K. (2005). Some aspects of physical and numerical modeling of water
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