Systematic material and crack type specific pipe burst outflow simulations by means of EPANET2

References

• Cassa, A.M. and van Zyl, J.E., 2013. Predicting the head-leakage slope of cracks in pipes subject to elastic deformations. Journal of Water Supply Research and Technology-Aqua, 62 (4), 214–223, 10.2166/aqua.2013.094.
   Web of Science ®Google Scholar
• Cassa, A.M., van Zyl, J.E., and Laubscher, R.F., 2010. A numerical investigation into the effect of pressure on holes and cracks in water supply pipes. Urban Water Journal, 7 (2), 109–120, 10.1080/15730620903447613.
   Web of Science ®Google Scholar
• de Miranda, S., Molari, L., Scalet, G., and Ubertini, F., 2012. Simple beam model to estimate leakage in longitudinally cracked pressurized pipes. Journal of Structural Engineering, 138 (8), 1065–1074, 10.1061/(asce)st.1943-541x.0000535.
   Web of Science ®Google Scholar
• Farley, M. and Trow, S., 2003. Losses in Water Distribution Systems. London: IWA Publishing.
   Google Scholar
• Ferrante, M., 2012. Experimental investigation of the effects of pipe material on the leak head-discharge relationship. Journal of Hydraulic Engineering-Asce, 138 (8), 736–743, 10.1061/(asce)hy.1943-7900.0000578.
   Web of Science ®Google Scholar
• Franchini, M. and Lanza, L., 2014. Leakages in pipes: generalizing Torricelli's equation to deal with different elastic materials, diameters and orifice shape and dimensions. Urban Water Journal, 11 (8), 678–695, 10.1080/1573062X.2013.868496.
   Google Scholar
• Friedl, F., 2012. Vergleich von statistischen und physikalischen Modellen zur Berechnung der Auftrittswahrscheinlichkeit von Schadensarten auf Trinkwasserhaupt und Zubringerleitungen (Evaluation of Statistical and Physical Models for Failure Mode Prediction of Transmission Mains), Dissertation (PhD). Graz, University of Technology.
   Google Scholar
• Friedl, F., Möderl, M., Rauch, W., Liu, Q., Schrotter, S., and Fuchs-Hanusch, D., 2012. Failure propagation for large-diameter transmission water mains using dynamic failure risk index. In: World Environmental and Water Resources Congress 2012. Albuquerque, NM: ASCE - American Society of Civil Engineering, 3082–3095, 10.1061/9780784412312.310.
   Google Scholar
• Fuchs-Hanusch, D., Günther, M., Steffelbauer, D., and Muschalla, D., 2014. Impact of failure mode, crack area, and pressure on leakage outflow. In: World Environmental and Water Resources Congress 2014. Portland, OR: ASCE - American Society of Civil Engineers, 525–534, 10.1061/9780784413548.056.
   Google Scholar
• Greyvenstein, B. and van Zyl, J.E., 2007. An experimental investigation into the pressure – Leakage relationship of some failed water pipes. Journal of Water Supply: Research and Technology – AQUA, 56 (2), 117–124. 10.2166/aqua.2007.065.
   Web of Science ®Google Scholar
• Lambert, A., 2001. What Do We Know About Pressure: Leakage Relationship in Dirstribution Systems, System Approach to Leakage Control and Water Distribution Systems Management. Brno, Czech Republic: IWA. ISBN 80-7204-197-5.
   Google Scholar
• Lambert, A. and Hirner, W., 2000. Losses from Water Supply Systems: Standard Terminology and Recommended Performance Measures. IWA Blue Pages, IWA, Retrieved from http://www.iwahq.org/contentsuite/upload/iwa/all/Documents/Utilities/blue_pages_water_losses_2000.pdfDOI.
   Google Scholar
• May, J., 1994. Pressure dependent leakage. World Water and Environmental Engineering, October, 1–10.
   Google Scholar
• Rossman, L.A., 2000. EPANET 2 Users Manual. Cincinnati, OH: US EPA.
   Google Scholar
• Sorge, H.C., 2007. Technische Zustandsbewertung metallischer Wasserversorgungsleitungen als Beitrag zur Rehabilitationsplanung [Condition Assessment of Metalic Water Supply Pipes to Support Rehabilitation Planning], Dissertation, Bauhaus University of Weimar.
   Google Scholar
• Thornton, J., 2003. Managing leakage by managing pressure: a practical approach. Water, 21, 43–44.
   Google Scholar
• Thornton, J. and Lambert, A., 2005. Progress in practical prediction of pressure: leakage, pressure: burst frequency and pressure: consumption relationships. Halifax, Canada: Water Loss.
   Google Scholar
• Trout, T.J., 1986. Orifice plates for furrow flow measurement. Part 1: Calibration. Transactions of the ASAE, 29 (1), 103–106, 10.13031/2013.30110.
   Google Scholar
• van Zyl, J. and Cassa, A., 2014. Modeling elastically deforming leaks in water distribution pipes. Journal of Hydraulic Engineering, 140 (2), 182–189, 10.1061/(ASCE)HY.1943-7900.0000813.
   Web of Science ®Google Scholar
• van Zyl, J.E. and Clayton, C.R.I., 2007. The effect of pressure on leakage in water distribution systems. Proceedings of the Institution of Civil Engineers-Water Management, 160 (2), 109–114, 10.1680/wama.2007.160.2.109.
   Web of Science ®Google Scholar
• Walski, T., Whitman, B., Baron, M., and Gerloff, F., 2009. Pressure vs. flow relationship for pipe leaks. In: World Environmental and Water Resources Congress 2009. Kansas City, MO: American Society of Civil Engineers, 1–10, 10.1061/41036(342)10.
   Google Scholar
• WSAA, 2003. Common Failure Modes in Pressurised Pipeline Systems. Melbourne and Sydney: Water Services Association of Australia. Retrieved from http://www.sswm.info/library/4296DOI.
   Google Scholar
• Wu, Z.Y., Sage, P., and Turtle, D., 2010. Pressure-dependent leak detection model and its application to a district water system. Journal of Water Resources Planning and Management, 136 (1), 116–128, 10.1061/(asce)0733-9496(2010)136:1(116).
   Web of Science ®Google Scholar