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By Kaveh Hariri Asli; et al

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Laboratory Model: A scale model have been built to reproduce transients observed in a prototype (real) system, typically for forensic or steam system investigations. This research Lab. model has recorded flow and pressure data. The model is calibrated using one set of data and, without changing parameter values. 2) • Laboratory Model Dateline: The model has been calibrated and final checked by water hammer Laboratory Models. • Sub-atmospheric leakage tests performed according to ASTM standards.

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. 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.

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. 11. 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.

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