منابع
کوچکزاده، ص. و ع. پرورشریزی. 1392. مقدمهای بر هیدرولیک جریان ناپایدار. انتشارات دانشگاه تهران.
Aklonis, J. J., W. J. MacKnight and M. Shen. 1972. Introduction to Polymer Viscoelasticity. John Wiley & Sons, NewYork.
Apollonio, C., D. I. C. Covas, G. de Marinis, A. Leopardi and H. M. Ramos. 2013. Creep functions for transients in HDPE pipes. Urban Water Journal, 11(2): 160-166.
Brunone, B., U. M. Golia and M. Greco. 1991. Modelling of fast transients by numerical methods. In Proc. Int. Conf. on Hydraulic Transients with Water Column Separation, pp. 273-280.
Brunone, B., U. M. Golia and M. Greco. 1995. Effects of two-dimensionality on pipe transients modeling. Journal of Hydraulic Engineering, 121(12): 906-912.
Carriço, N. J. G., A. K. Soares and D. I. C. Covas. 2016. Uncertainties of inverse transient modelling with unsteady friction and pipe-wall viscoelasticity. Journal of Water Supply: Research and Technology, 65(4): 342-353.
Chaudhry, M. H. 2014. Applied Hydraulic Transients. Springer New York, pp. 503.
Covas, D., I. Stoianov, J. Mano, H. Ramos, N. Graham and C. Maksimovic. 2004. The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part I—Experimental analysis and creep characterization. Journal of Hydraulic Engineering, 42(5): 516–530.
Covas, D., I. Stoianov, J. Mano, H. Ramos, N. Graham and C. Maksimovic. 2005. The dynamic effect of pipe-wall viscoelasticity in hydraulic transients. Part II— Model development, calibration and verification. Journal of Hydraulic Engineering, 43(1): 56–70.
Daily, J. W., W. L. Hankey, R. W. Olive and J. M. Jordaan. 1956. Resistance Coefficients for Accelerated and Decelerated Flows through Smooth Tubes and Orifices. Trans. ASME, 78: 1071–1077.
Duan, H. F., M. S. Ghidaoui, P. J. Lee and Y. K. Tung. 2010. Unsteady friction and viscoelasticity in pipe fluid transients. Journal of Hydraulic Engineering, 48(3): 354–362.
Evangelista, S., A. Leopardi, R. Pignatelli and G. Marinis. 2015. Hydraulic Transients in Viscoelastic Branched Pipelines. Journal of Hydraulic Engineering, ASCE, 141(8): 1-9.
Ghidaoui, M. S., S. G. S. Mansour and M. Zhao. 2002. Applicability of Quasi Steady and Axisymmetric Turbulence Models in Water Hammer. Journal of Hydraulic Engineering, 128(10): 917–924.
Holmboe, E. L. and W. T. Rouleau. 1967. The effect of viscous shear on transients in liquid lines. Journal of Basic Engineering, 89(1): 174-180.
Karney, B. W. and D. McInnis. 1992. Efficient calculation of transient flow in simple pipe networks. Journal of hydraulic engineering, 118(7): 1014-1030.
Keramat, A., A. Ahmadi and A. Majd. 2009. Transient caveating pipe flow due to a pump failure: Proceedings of the 3rd IAHR International Meeting of the Work Group on Cavitation and Dynamic Problems in Hydraulic Machinery and Systems, Brno, Czech Republic.
Pezzinga, G., B. Brunone, D. Cannizzaro, M. Ferrante, S. Meniconi and A. Berni. 2014. Two-Dimensional Features of Viscoelastic Models of Pipe Transients. Journal of Hydraulic Engineering, 140(8):04014036.
Reddy, H. P., W. F. Silva-Araya and M. H. Chaudhry. 2012. Estimation of Decay Coefficients for Unsteady Friction for Instantaneous, Acceleration-Based Models. Journal of Hydraulic Engineering, 138(3): 260-271.
Soares, A. K., D. I. C., Covas and F. R. Reis. 2008. Analysis of PVC pipe-wall viscoelasticity during water hammer. Journal of Hydraulic Engineering, ASCE, 134(9): 1389-1394.
Vardy, A. E., K. L. Hwang and J. M. B. Brown. 1993. A weighting function model of transient turbulent pipe friction. Journal of Hydraulics Research, 31: 533-544.
White, F. M. 1999. Fluid Mechanics (4th Edition). McGraw-Hill.
Zielke, W. 1968. Frequency-dependent friction in transient pipe flow. Journal of Fluids Engineering, 90(1): 109-115.