References¶
| [WYSS93] | Wylie, E. B., Streeter, V. L., & Suo, L. (1993). Fluid transients in systems (Vol. 1, p. 464). Englewood Cliffs, NJ: Prentice Hall. |
| [WNTRSi] | Klise, K. A., Hart, D., Moriarty, D., Bynum, M. L., Murray, R., Burkhardt, J., & Haxton, T. (2017). Water network tool for resilience (WNTR) user manual. US Environmental Protection Agency, EPA/600/R-17/264, Cincinnati, OH. |
| [LAJW99] | Larock, B. E., Jeppson, R. W., & Watters, G. Z. (1999). Hydraulics of pipeline systems. CRC press. |
| [STWV96] | Street, R. L., Watters, G. Z., & Vennard, J. K. (1996). Elementary fluid mechanics. J. Wiley. |
| [WOLB05] | Wood, D. J., Lingireddy, S., Boulos, P. F., Karney, B. W., & McPherson, D. L. (2005). Numerical methods for modeling transient flow in distribution systems. Journal‐American Water Works Association, 97(7), 104-115. |
| [RERS15] | Rezaei, H., Ryan, B., & Stoianov, I. (2015). Pipe failure analysis and impact of dynamic hydraulic conditions in water supply networks. Procedia Engineering, 119, 253-262. |
| [ASCE17] | 2017 infrastructure report card. Reston, VA: ASCE. |
| [BARM11] | Barthélemy, M. (2011). Spatial networks. Physics Reports, 499(1-3), 1-101. |
| [BOEN17] | Boeing, G. (2017). OSMnx: New methods for acquiring, constructing, analyzing, and visualizing complex street networks. Computers, Environment and Urban Systems, 65, 126-139. |
| [BOAT08] | Boore, D. M., & Atkinson, G. M. (2008). Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10.0 s. Earthquake Spectra, 24(1), 99-138. |
| [CHFR14] | Christodoulou, S. E., & Fragiadakis, M. (2014). Vulnerability assessment of water distribution networks considering performance data. Journal of Infrastructure Systems, 21(2), 04014040. |
| [CWS18] | CWS (2018). The Centre for Water Systems (CWS), the University of Exeter, http://emps.exeter.ac.uk/engineering/research/cws/. |
| [EIDR98] | Eidinger, J. (1998). Water Distribution System – The Loma Prieta, Californa, Earthquake of October 17, 1989 - Lifelines, USGS, Professional Paper 1552-A, Anshel J. Schiff (ed.), U.S. Government Printing Office, Washington, A63-A78. |
| [EIDR15] | Eidinger, J. M. (2015). Fragility Models that Reflect Pipe Damage in the 2014 Napa M 6.0 Earthquake. https://www.geengineeringsystems.com/ewExternalFiles/Napa%202014%20Pipe%20Fragility.pdf. |
| [FEMA12] | FEMA (2012). Multi-hazard Loss Estimation Methodology Earthquake Model Hazus-MH 2.1 Technical Manual. Federal Emergency Management Agency, Washington, DC, 718 pp. |
| [FOLK18] | Folkman, S. (2018). Water main break rates in the USA and Canada: A comprehensive study, Utah State University Buried Structures Laboratory, Logan, Utah, USA. |
| [HAGB08] | Hagberg, Aric, Pieter Swart, and Daniel S Chult. (2008) Exploring network structure, dynamics, and function using NetworkX. No. LA-UR-08-05495; LA-UR-08-5495. Los Alamos National Lab.(LANL), Los Alamos, NM, USA |
| [ISOY00] | Isoyama, R., Ishida, E., Yune, K., & Shirozu, T. (2000). Seismic damage estimation procedure for water supply pipelines. Water supply, 18(3), 63-68. |
| [KLIS17] | Klise, K. A., Bynum, M., Moriarty, D., & Murray, R. (2017). A software framework for assessing the resilience of drinking water systems to disasters with an example earthquake case study. Environmental modelling & software, 95, 420-431. |
| [MAZU18] | Mazumder, R. K., Salman, A. M., Li, Y., & Yu, X. (2018). Performance Evaluation of Water Distribution Systems and Asset Management, Journal of Infrastructure Systems, 24(3), 03118001. |
| [MAZU19] | Mazumder, R. K., Salman, A. M., Li, Y., & Yu, X. (2019). Reliability Analysis of Water Distribution Systems Using Physical Probabilistic Pipe Failure Method. Journal of Water Resources Planning and Management, 145(2), 04018097. |
| [MAZU20] | Mazumder, R.K., Salman, A.M., Li, Y., & Yu, X. (2020). Seismic Functionality and Resilience Analysis of Water Distribution Systems, Journal of Pipeline Systems Engineering and Practice, 11(1), 04019045. |
| [NEWT06] | Newton, L. A., & Vanier, D. J. (2006). MIIP Report: The state of Canadian sewers-Analysis of asset inventory and condition. |
| [RAJA95] | Rajani, B., & McDonald, S. (1995). Water Mains Break Data on Different Pipe Materials for 1992 and 1993, Report No. A-7019.1. Natl. Res. Council of Canada, Ottawa. |
| [VUGR14] | Vugrin, E. D., Turnquist, M. A., & Brown, N. J. (2014). Optimal recovery sequencing for enhanced resilience and service restoration in transportation networks. IJCIS, 10(3/4), 218-246. |
| [WDST19] | WDST (2019) Water Distribution Systems Toolkit, http://www.uky.edu/WDST/index.html |
| [YOOD15] | Yoo, D. G., Jung, D., Kang, D., Kim, J. H., & Lansey, K. (2015). Seismic hazard assessment model for urban water supply networks. Journal of Water Resources Planning and Management, 142(2), 04015055. |