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By Kaveh Hariri Asli; et al

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Water hammer and valves. 8th Conference on Ministry of Energetic works at research week. Tehran, Iran. 13. Hariri, K. (2007e). Water hammer and hydrodynamics’ instability. 8th Conference on Ministry of Energetic works at research week. 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.

400 mm) valve can result in impact forces in excess of 2,000 lb. (8,900 N). Column separation—Water columns typically separate at abrupt changes in profile or local high points due to sub atmospheric pressure. , steam at ambient temperature) or air, if it is admitted to the pipeline through a valve. With vaporous forces at pipe bends Transient forces—cavitations, a vapor rocket forms and then collapses when the pipeline pressure increases as more flow enters the region than leaves it. Collapse of the vapor pocket can cause a dramatic high-pressure transient if the water column rejoins very rapidly, which can, in turn, cause the pipeline to rupture.

B. and Streeter, V. L. (1993). Fluid Transients, Feb Press. 7. , Karney, B. , and Ferrante, M. (2000). Velocity profiles and unsteady pipe friction in transient flow. Journal of Water Res. Plan. Mang. ASCE 126(4), 236‑244. 8. , Luvizotto, E. , and Andrade, J. P. G. (1996). Personality Investigation of Hydraulic Networks using MOC – Method of Characteristics. Proceedings of the 7th International Conference on Pressure Surges and Fluid Transients. Harrogate Durham, United Kingdom. A Numerical Exploration of Transient Decay Mechanisms 23 9.

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