Impulse response method for a centrifugal pump in pipeline systems |
Hur, Jisung
(Dept. Environmental Engineering, Pusan National University)
Kim, Hyunjoon (Dept. Environmental Engineering, Pusan National University) Song, Yongsuk (Dept. Environmental Engineering, Pusan National University) Kim, Sanghyun (Dept. Environmental Engineering, Pusan National University) |
1 | Suo, L., Wylie, E. B. (1989). Impulse response method for frequency-dependent pipeline transients, Journal of Fluids Engineering.,111 ,478-483. DOI |
2 | Tijsseling, A. S., Bergant, A. (2007). Meshless computation of water hammer. Department of mathematics and computer science, University of technology. |
3 | Wylie, E. B., Streeter ,V. L. (1993). Fluid transient in systems. Prentice-Hall, Englewood Cliffs, N. J. |
4 | 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. |
5 | Anderson, J. D. (1995). Computational fluid dynamics: the basics with applications. McGraw Hill, New York. |
6 | Chaudhry, M. H. (2014). Applied Hydraulic Transients. 3rd ed., Van Nostrand Reinhold, New York. |
7 | 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. |
8 | Karney, B. W., & Ghidaoui, M. S. (1997). Flexible discretization algorithm for fixed-grid MOC in pipelines,Journal of Hydraulic Engineering., 123, 1004-1011. DOI |
9 | Ghidaoui, M. S., Karney, B. W. (1994). Equivalent differential equations in fixed-grid characteristics method,Journal of Hydraulic Engineering.,120, 1159-1175. DOI |
10 | 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. DOI |
11 | Kim, S. H. (2005). Extensive development of leak detection algorithm by impulse response method, Journal of Hydraulic Engineering., 131, 2001-2007. |
12 | Kim, S. H. (2007). Impedance matrix method for transient analysis of complicated pipe networks, Journal of Hydraulic Research., 45, 818-828. DOI |
13 | Kim, S. H. (2008). Impulse response method for pipeline systems equipped with water hammer protection devices, Journal of Hydraulic Engineering., 143, 961-969. |
14 | Oppenheim, A. V. (1999). Discrete-time signal processing, 3rd ed., Prentice Hall, Englewood Cliffs, N.J. |
15 | 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. DOI |
16 | Kim, S. H. (2016). Impedance Method for Abnormality Detection of a Branched Pipeline System, Water Resources Management.,30, 1101-1115. DOI |
17 | Munson, B. R., Young, D. F., Okiishi, T. H. (2006). Fundamentals of Fluid Mechanics. John Wiley and Sons (Asia) Pte Ltd. |
18 | Shimada, M., Brown, J., & Vardy, A. (2007). Estimating friction errors in MOC analyses of unsteady pipe flows,Computers & fluids., 36, 1235-1246. DOI |