References
- Holmboe, E.L., Rouleau, W.T. (1967). The effect of viscous shear on transients in liquid lines. J. Basic Eng., Trans. ASME 89(1), 174–180. doi: 10.1115/1.3609549
- Ohmi, M., Kyomen, S., Usui, T. (1985). Numerical analysis of transient turbulent flow in a liquid line. Bull. JSME 28(239), 799–806. doi: 10.1299/jsme1958.28.799
- Pezzinga, G. (1999). Quasi-2D model for unsteady flow in pipe networks. J. Hydraulic Eng. 125(7), 676–685. doi: 10.1061/(ASCE)0733-9429(1999)125:7(676)
- Silva-Araya, W.F., Chaudhry, M.H. (1997). Computation of energy dissipation in transient flow. J. Hydraulic Eng. 123(2), 108–115. doi: 10.1061/(ASCE)0733-9429(1997)123:2(108)
- Vardy, A.E., Hwang, K.L. (1991). A characteristics model of transient friction in pipes. J. Hydraulic Res. 29(5), 669–684. doi: 10.1080/00221689109498983
- Zhao, M., Ghidaoui, M.S. (2003). Efficient quasi-two-dimensional model for water hammer problems. J. Hydraulic Eng. 129(12), 1007–1013. doi: 10.1061/(ASCE)0733-9429(2003)129:12(1007)