References
- Adamkowski, A., and Lewandowski, M.L. (2006). "Experimental examination of unsteady friction models for transient pipe flow simulation." Journal of Fluid En1eering, ASME, Vol. 128, No. 6, pp. 1351-1361 https://doi.org/10.1115/1.2354521
- Bergant, A., Simpson, A.R., and Vitkovsky, J. (2001). "Developments in unsteady pipe flow friction modelling." Journal of Hydraulic Research, Vol. 39, No. 3, pp. 249- 258. https://doi.org/10.1080/00221680109499828
- Boulos, P.F., and Wood, D.J. (1990). "Explicit calculation of pipe network parameters." Journal of Hydraulic Engineering, ASCE, Vol. 116, No. 11, pp. 1329-1344. https://doi.org/10.1061/(ASCE)0733-9429(1990)116:11(1329)
- Chaudhry, M.H. (1987). Applied Hydraulic Transients, Van nostrand reinhold company, NY.
- Goldberg, D.E. (1989). Genetic Algorithms in Search, Optimization and Machine Learning, Addison-Wesley Publishing Co., Inc.
- Jang, I., Kim, S.H., and Kim, J.H. (2008). "Transient analysis of pipeline system considering unsteady friction models." Journal of the Korean Society of Water and Wastewater, Vol. 22, No. 6, pp. 657-664.
- Jung, B.S., and Karney, B.W. (2006). "Optimization of transient protection devices using GA and PSO approaches." Journal of Water Resources Planning and Management, Vol. 132, No. 1, pp. 44-52. https://doi.org/10.1061/(ASCE)0733-9496(2006)132:1(44)
- Jung, B.S., Karney, B.W. (2004). "Particle swarm optimization compared to a genetic algorithm for calibration of water distribution system." Proceeding of 9th International Conference on Pressure Surges, Chester, UK, March.
- Kapelan, Z.S., Savic, D.A., Walters, G.A. (2003). "A hybrid inverse transient model for leakage detection and roughness calibration in pipe networks." Journal of Hydraulic Research, Vol. 41, No. 5, pp 481-492. https://doi.org/10.1080/00221680309499993
- Karney, B.W., and McInnis, D. (1992). "Efficient calculation of transient flow in simple pipe networks." Journal of Hydraulic Engineering, ASCE, Vol. 118, No. 7, pp. 1014-1030. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:7(1014)
- Kim, M.G., Noh, J.S., Park, N.S., and Kim, S.H. (1998). "Unsteady pipeflow friction characteristics." Proceedings of Korea Society of Civil Engineers Conference, Vol. 1998, No. 3, pp. 93-96.
- Lansey, K.E., and Basnet, C. (1991). "Parameter estimation for water distribution networks." Journal of Water Resources Planning and Management, Vol. 117, No. 1, pp. 126-144. https://doi.org/10.1061/(ASCE)0733-9496(1991)117:1(126)
- Liggett, J.A., and Chen, L.C. (1994). "Inverse transient analysis in pipe networks." Journal of Hydraulic Engineering, ASCE, Vol. 120, No. 8, pp. 934-955. https://doi.org/10.1061/(ASCE)0733-9429(1994)120:8(934)
- Ministry of Environment, Republic of Korea (2010). Statistics of Waterworks.
- Nash, G.A., and Karney, B.W. (1999) "Efficient inverse transient analysis in series pipeline systems." Journal of Hydraulic Engineering, ASCE, Vol. 125, No. 7, pp. 761-764. https://doi.org/10.1061/(ASCE)0733-9429(1999)125:7(761)
- Ormsbee, L.E., and Wood, D.J. (1986). "Explicit pipe network calibration." Journal of Water Resources Planning and Management, Vol. 112, No. 2, pp. 166- 182. https://doi.org/10.1061/(ASCE)0733-9496(1986)112:2(166)
- Pudar, R.S., and Liggett, J.A. (1992). "Leaks in pipe networks." Journal of Hydraulic Engineering, ASCE, Vol. 118, No. 7, pp. 1031-1046. https://doi.org/10.1061/(ASCE)0733-9429(1992)118:7(1031)
- Roberson, J.A., and Crowe, C.T. (1985). Hydraulic Engineering Fluid Mechanics, 3rd Ed. Houghton Mifflin, Boston.
- Son, K.I. (1997) "Predicting flow resistance coefficients in water supply mains" Journal of Korea Water Resources Association, Vol. 29, No. 4, pp. 223- 231.
- Vitkovsky, J., Stephens, M., Bergant, A., Simpson, A., and Lambert, M. (2006). "Numerical error in weighting function-based unsteady friction models for pipe transients." Journal of Hydraulic Engineering, ASCE, Vol. 132, No. 7, pp. 709-721. https://doi.org/10.1061/(ASCE)0733-9429(2006)132:7(709)
- Vitkovsky, J.P., Simpson, A.R., and Lambert, M.F. (2000). "Leak detection and calibration using transients and genetic algorithms." Journal of Water Resource Planning and Management, Vol. 126, No. 4, pp. 262- 265. https://doi.org/10.1061/(ASCE)0733-9496(2000)126:4(262)
- Walski, T.M. (1983). "Techniques for calibrating network models." Journal of Water Resources Planning and Management, Vol. 109, No. 4, pp. 360-372. https://doi.org/10.1061/(ASCE)0733-9496(1983)109:4(360)
- Walski, T.M. (1987).Water supply system rehabilitation, Task Committee on Water Supply Rehabilitation Systems, ASCE, New York.
- Wylie, E.B., and Streeter, V.L. (1993). Fluid transients in system, Prentice-Hall, Englewood cliffs, N.J.
- Zielke, W. (1968). "Frequency-dependent friction in transient pipe flow." Journal of Basic Engineering, Vol. 90, No. 1, pp. 109-115. https://doi.org/10.1115/1.3605049
Cited by
- Estimation of river discharge using satellite-derived flow signals and artificial neural network model: application to imjin river vol.49, pp.7, 2016, https://doi.org/10.3741/JKWRA.2016.49.7.589