References
- Abreu, J., Cabrera, E., Izquierdo, J., and Garcia-Serra, J., 1999. Flow modeling in pressurized systems revisited. Journal of Hydraulic Engineering, 125 (11), 1154–1169.
- Axworthy, D.H., 1997. Water distribution network modeling: from steady state to water hammer. Thesis (PhD). Department of Civil Engineering, University of Toronto.
- Brunone, B., Karney, B., Mecarelli, M., and Ferrante, M., 2000. Velocity profiles and unsteady pipe friction in transient flow. Journal of Water Resource Planning and Management, 126 (4), 236–244.
- Duan, H., Ghidaoui, M., Lee, P., and Tung, Y., 2012. Relevance of unsteady friction to pipe size and length in pipe fluid transients. Journal of Hydraulic Engineering, 138 (2), 154–166.
- Ghidaoui, M.S., Zhao, M., McInnis, D.A., and Axworthy, D.H., 2005. A review of water hammer theory and practice. Applied Mechanics Reviews, 58 (1), 49–76.
- Islam, M.R. and Chaudhry, M.H., 1998. Modeling of constituent transport in unsteady flow in pipe networking. Journal of Hydraulic Engineering, 124 (11), 1115–1124.
- Jung, B., Karney, B.W., Boulos, P.F., and Wood, D.J., 2007a. The need for comprehensive transient analysis of water distribution systems. Journal of American Water Works Association, 99 (1), 112–123.
- Jung, B., Boulos, P.F., and Wood, D.J., 2007b. Pitfalls of water distribution model skeletonization for surge analysis. Journal of American Water Works Association, 99 (12), 87–98.
- Jung, B., Boulos, P.F., and Wood, D.J., 2009. Effect of pressure sensitive demand on surge analysis. Journal of American Water Works Association, 101 (4), 100–111.
- Karney, B.W. and Ruus, E., 1985. Charts for water hammer in pipelines resulting from valve closure from full opening only. Canadian Journal of Civil Engineering, 12 (2), 241–264.
- Karney, B.W., 1990. Energy relations in transient closed-conduit flows. Journal of Hydraulic Engineering, 116 (10), 1180–1196.
- Meniconi, S., Brunone, B., Ferrante, M., Capponi, C., Carrettini, C.A., Chiesa, C., Segalini, D., and Lanfranchi, E.A., 2015. Anomaly pre-localization in distribution-transmission mains by pump trip: preliminary field tests in the Milan pipe system. Journal of Hydroinformatics, 17 (3), 377–389.
- Rogalla, B.W. and Walters, A., 1994. Slow transients in closed conduit flow. Parts I and II. In: H. Chaudhry and L. Mays, eds. Computer Modeling of Free-Surface and Pressurized Flows. Dordrecht, The Netherlands: Kluwer, 613–671.
- Rossman, L.A., 1993. User’s manual for EPANET. Cincinnati, OH: US Environmental Protection Agency, Drinking Water Research Division.
- Vitkovsky, J.P., 2001. Inverse analysis and modeling of unsteady pipe flow: theory, applications and experimental verification. Thesis (PhD). University of Adelaide, Adelaide, SA, Australia.
- Vítkovsky, J.P., 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, 132 (7), 709–721.
- Wylie, E.B. and Streeter, V.L., 1993. Fluid transients in systems. Upper Saddle River, NJ: Prentice Hall.