Shmsaiy, A. (2006). Applied hydraulic of unsteady flows, Sharif University Pub., Tehran. (In Persian)
2. Kahrom, M. (210). Water convey systems, Ferdowsi Mashhad University Pub., Mashhad. (In Persian)
4. Ghidaoui, M., Zhao, M., McInnis, D., and Axworthy, D. (2005). “A review of water hammer theory and practice.” Transactions of the ASME, 58, 49-76.
5. Silva-Araya, W. (1993). “Energy dissipation in transient flow.” Ph.D., Dissertation,Washington State University, USA.
6. Filion, Y.R., and Karney, B.W. (2003). “Sources of error in network modeling: A question of perspective.” Journal of the American Water Works Association, 95, 119-130.
7. Szymkiewicz, R., and Mitosek, M. (2007). “Numerical aspects of improvement of the unsteady pipe flow equations.” International Journal for NumericalMethods in Fluids, 55, 1039-1058.
8. Bergant, A., Tijsseling, A., Vitkovsky, J., Covas, D., Simpson, A., and Lambert, M. (2008). “Parameters affecting water-hammer wave attenuation.” shape and timing Part 1: Mathematical tools.” J. of Hydraulic Research, 46 (3), 382-391 .
9. Chaudhry, H.M., and Hussaini, M.Y. (1985).“Second-order accurate explicit finite-difference schemes for water hammer analysis.” Journal of Fluids Engineering, 107, 523-529.
10. Sibetheros, L.A., Holley, E.R., and Branksi, J.M. (1991). “Spline interpolation for water hammer analysis.” Journal of Hydraulic Engineering, 117(10),1332-1369.
11. Chaudhry, M.H. (1979). Applied hydraulic transient, Published by Van Nostrand Reinhold Company.
12. Programing nad Budget Organization. (2009). List of basic cost of water conveance system, Tehran. (In Persian)