By Kaveh Hariri Asli; et al
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Extra resources for Advances in control and automation of water systems
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.
Thus, if a given liquid mass in a given volume (V) is subjected to a static pressure rise (dp) a corresponding reduction (dV < 0) in the fluid volume occurs. 7) The characteristic wave celerity (a) is the speed with which a disturbance moves through a fluid. Sec–¹) or 1,438 (m. sec–¹) or 340 (m. Sec–¹) for air. Injecting a small percentage of small air bubbles can lower the effective wave speed of the fluid/air mixture, provided it remains well mixed. This is difficult to achieve in practice, because diffusers may malfunction and air bubbles may come out of suspension and coalesce or even buoy to the top of pipes and accumulate at elbows, for example.
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. Technical and Art. J. Civil Engineering Organization of Gilan 38, 3‑7. 10. 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.