References
- Ilin J. A. (1987) Calculations of water systems, Stroizdat, Moscow (in Russian).
- Kodura A. (2011) Influence of characteristic of ball valve closing on water hammer run, Proceedings of the Twelfth International Symposium on Water Management and Hydraulic Engineering, Gdansk, Poland.
- Marcinkiewicz J., Adamowski A., Lewandowski M. (2008) Experimental evaluation of ability of Relap5, Drako, Flowmaster2TM and program using unsteady wall friction model to calculate water hammer loadings on pipelines, Nucl Eng Des, 238, (8), 2084-2093 doi:10.1016/j.nucengdes.2007.10.027.
- Mitosek M. (2007) Fluid Mechanics in Environmental Engineering, WNT Warsaw, (in Polish).
- Pires L. F. G., Laidea R. C. C., Baretto C. V. (2004) Transient Flow Analysis of Fast Valve Closure in Short Pipelines, Proceedings of International Pipeline Conference, October 4-8, 2004, Calgary, Alberta, Canada.
- Ramos H., de Almeida B. A. (2002) Parametric Analysis of Water Hammer Effects in Small Hydro Schemes, Journal of Hydraulic Engineering, 128 (7), pp. 689-696.
- Streeter V. L., Wylie B. E., Bedford K. W. (1998) Fluid Mechanics, WCB McGraw-Hill, New York.
- Thorley A. R. D. (2004) Fluid transients in pipeline system: a guide to the control and suppression of fluid transients in liquids in closed conduits, ASME Press, New York.
- Wood D. J., Jones S. E. (1973) Water-hammer charts for various types of valves, Journal of Hydraulic Division, 99 (1), 167-178.
- Wylie B. E., Streeter V. L., Suo L. (1993) Fluid Transients in Systems, Englewood Hills New Jersey, Prentice Hall.