References
- Abuiziah, I., Oulhaj, A., Sebari, K., Abassi Saber, A., Ouazar, D., Shakameh, N. (2013). Modeling and controlling flow transient in pipeline systems: Applied for reservoir and pump systems combined with simple surge tank, Revue Marocaine des Sciences Agronomiques et Veterinaires., 1, 12-18.
- Anderson, J. D. (1995). Computational fluid dynamics: the basics with applications. McGraw Hill, New York.
- Chaudhry, M. H. (2014). Applied Hydraulic Transients. 3rd ed., Van Nostrand Reinhold, New York.
- Covas, D., Ramos, H., Almeida, A. B. (2005). "Impulse response method for solving hydraulic transients in viscoelastic pipes", XXXI IAHR Congress(Vol. 1, pp. 676-686). Seoul, Korea, IAHR.
- Ghidaoui, M. S., Karney, B. W. (1994). Equivalent differential equations in fixed-grid characteristics method,Journal of Hydraulic Engineering.,120, 1159-1175. https://doi.org/10.1061/(ASCE)0733-9429(1994)120:10(1159)
- Ghidaoui, M. S., Zhao, M., McInnis, D. A., Axworthy, D. H. (2005). A Review of Water Hammer Theory and Practice, ASME Applied Mechanics Reviews., 58, 49-76. https://doi.org/10.1115/1.1828050
- Karney, B. W., & Ghidaoui, M. S. (1997). Flexible discretization algorithm for fixed-grid MOC in pipelines,Journal of Hydraulic Engineering., 123, 1004-1011. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:11(1004)
- Kim, S. H. (2005). Extensive development of leak detection algorithm by impulse response method, Journal of Hydraulic Engineering., 131, 2001-2007.
- Kim, S. H. (2007). Impedance matrix method for transient analysis of complicated pipe networks, Journal of Hydraulic Research., 45, 818-828. https://doi.org/10.1080/00221686.2007.9521819
- Kim, S. H. (2008). Impulse response method for pipeline systems equipped with water hammer protection devices, Journal of Hydraulic Engineering., 143, 961-969.
- Kim, S. H. (2010).Design of surge tank for water supply systems using the impulse response method with the GA algorithm, Journal of Mechanical Science and Technology., 24, 629-636. https://doi.org/10.1007/s12206-010-0108-y
- Kim, S. H. (2016). Impedance Method for Abnormality Detection of a Branched Pipeline System, Water Resources Management.,30, 1101-1115. https://doi.org/10.1007/s11269-015-1213-6
- Munson, B. R., Young, D. F., Okiishi, T. H. (2006). Fundamentals of Fluid Mechanics. John Wiley and Sons (Asia) Pte Ltd.
- Oppenheim, A. V. (1999). Discrete-time signal processing, 3rd ed., Prentice Hall, Englewood Cliffs, N.J.
- Shimada, M., Brown, J., & Vardy, A. (2007). Estimating friction errors in MOC analyses of unsteady pipe flows,Computers & fluids., 36, 1235-1246. https://doi.org/10.1016/j.compfluid.2006.11.005
- Suo, L., Wylie, E. B. (1989). Impulse response method for frequency-dependent pipeline transients, Journal of Fluids Engineering.,111 ,478-483. https://doi.org/10.1115/1.3243671
- Tijsseling, A. S., Bergant, A. (2007). Meshless computation of water hammer. Department of mathematics and computer science, University of technology.
- Wylie, E. B., Streeter ,V. L. (1993). Fluid transient in systems. Prentice-Hall, Englewood Cliffs, N. J.