By Kaveh Hariri Asli; et al
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Additional resources for Advances in control and automation of water systems
Tehran, Iran. 14. Hariri, K. (2007f). Water hammer analysis and formulation. 8th Conference on Ministry of Energetic works at research week. Tehran, Iran. 15. Hariri, K. (2007g). Water hammer and fluid condition. 8th Conference on Ministry of Energetic works at research week. Tehran, Iran. 16. Hariri, K. (2007h). Water hammer and pump pulsation. 8th Conference on Ministry of Energetic works at research week. Tehran, Iran. 17. Hariri, K. (2007i). Reynolds number and hydrodynamics’ instability. 8th Conference on Ministry of Energetic works at research week.
00 Min. & Max. Head compared to equation of Regression software “SPSS”. END MAX. PRESS MIN. PRESS MAX. HEAD MIN. 6 (Continued) END MAX. PRESS MIN. PRESS MAX. HEAD MIN. 6 VAPOUR MAX. VOL* CURR. VOL* CURR. 7 mH at point P4:J3 of Rasht city Water Pipeline. 9 mH at point P25:J28 of Rasht city Water Pipeline. 00 software. 1 Comparison of Present research results with other expert’s research Comparison of present research results (water hammer software modeling) with other expert’s research results shows similarity according to flowing: Jaime Suárez Acuña and Chaudhry have obtained pressure heads by the steady and unsteady friction model.
201–209. 7. Kodura, A. and Weinerowska, K. (2005). Some aspects of physical and numerical modeling of water hammer in pipelines. In: International symposium on water management and hydraulic engineering, pp. 125–133. 8. Ghidaoui, M. S. and Kolyshkin, A. A. (2001). Stability analysis of velocity profiles in water hammer flows. Journal of Hydraulic Engineering 127(6), 499–512. 9. Hariri, K. (2007a). Decreasing of unaccounted for water “UFW” by Geographic Information System “GIS” in Rasht Urban Water System.
Advances in control and automation of water systems by Kaveh Hariri Asli; et al
Categories: System Theory