1- Levy, S., (1999), Two-phase flow in complex systems, 1st Ed., John Wiley and Sons, Inc., New York.
2- Kabiri-Samani, A.R., (2009), “Fluctuating characteristics of two-phase air-water slug flowin pressurized pipelines.” J. of Water and Wastewater, 70, 62-68. (In Persian)
3- Ghidaoui, M. S., Zhao, M., Mclnnis, D. A., and Axworthy, D. H. (2005). “A review of water hammer theory and practice.” Transactions of the ASME, 58, 49-76.
4- Lee, T.S., Low, H.T., Nguyen, D.T., and Neo, W.R.A. (2009). “Experimental study of check valves performances in fluid transient.” J. of Process Mechanical Engineering, 223(2), 61-69.
5- Bonin, C.C. (1960). “Water-hammer damage to Oigawa power sation.” ASME J. of Engineering for Power, 82, 111-119.
6- Parmakian, J. (1955). Water-hammer analysis, Prentice-Hall Englewood Cliffs, N.J., (Dover Reprint, 1963).
7- Ivetic, M. (2004). “Forensic transient analyses of two pipeline failures.” Urban Water Journal, 1(2), 85-95.
8- Whiteman, K. J., and Pearsall, I. S., (1962), “Reflux valve and surge tests at a station.” Fluid Handling,
8, 248-250.
9- Jonsson, L. (1985). “Maximum transient pressures in a conduit with check valve and air entrainment.” Proc. Int. Conf. on the Hydraulics of pumping stations, Manchester, BHRA, Cranfield, 55-76.
10- Panet, M., and Martin, R. (1988). “Tests of check valves at EDF: Development of a damped check valve.” Second International Conference on Development in Valves and Actuators for Fluid Control, Manchester, England.
11- Zhou, F., Hicks, F. E., and Steffler, P.M. (2002). “Transient flow in a rapidly filling horizontal pipe containing trapped air.” J. of Hydraulic Engineering, 128(6), 628-634.
12- Stevanovic, V.D. (2009). “Dynamic loads by various water hammer phenomena.” Structural Integrity and Life, 9(1), 51-56.
13- Giot, M. (2004). Two-phase flow water hammer transients and induced loads on materials and structures of nuclear power plants, FIKS-CT-2000-00106, Research Program, UCL/TERM, Belgium.
14- Hammersley, R.J., and Elicson, G.T. (2000). “Two-phase flow and water-hammer transient assessments with the TREMOLO computer code.” International Meeting on "Best-Estimate" Methods in Nuclear Installation Safety Analysis (BE-2000), Washington, DC.
15- Taylor, G.I. (1954). “The coefficients of viscosity for an incompressible liquid containing air bubbles.” Proc. R. Soc. A., 226, 34-39.
16- Van Wijngaarden, L., (1976). “Some problems in the formulation of the equations for gas/liquid flows.”
W. T. Koiter, W.T. (Ed.) Theoretical and applied mechanics, North-Holland, Amsterdam.
17- Ewing, D.J.F. (1980). “Allowing for free air in water hammer analysis.” Proc. 3rd Int. Conf. on Pressure surges, Canterbury, HBRA, Cranfield, 80-90
)