Surplus Power Factor as a Resilience Measure for Assessing Hydraulic Reliability in Water Transmission System Optimization
Publication: Journal of Water Resources Planning and Management
Volume 137, Issue 6
Abstract
The hydraulic reliability of a water distribution system (WDS) can be improved by increasing the resilience to failure conditions. In previous research, numerous measures have been developed to quantify network resilience, which has been consequently linked to the hydraulic reliability of WDSs. Often, the difference between the output pressure head and the minimum required pressure head is required in the calculation of these network resilience measures. Difficulties arise when these measures are applied to water transmission systems (WTSs). The reason for this is that in a WTS, water is often pumped into a storage tank or reservoir, in which case the difference between the output pressure head and the minimum required pressure head is always zero. To overcome this shortcoming, it is suggested that the surplus power factor can be used as a network resilience measure because calculation of this measure does not require the pressure value at the outlet of a WDS. In the research presented here, three case studies are used to assess the suitability of the surplus power factor as a network resilience measure for WDSs. A fourth case study is used to demonstrate the application of surplus power factor as a network resilience measure for WTSs, to which the other measures cannot be applied. The results show that the surplus power factor can be used as a network resilience measure to incorporate hydraulic reliability considerations into the optimization of WDSs and particularly WTSs.
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References
Abebe, A. J., and Solomatine, D. P. (1998). “Application of global optimization to the design of pipe networks.” Proc. 3rd Int. Conf. on Hydroinformatics, Balkema, Copenhagen, Rotterdam.
Babayan, A. V., Savic, D. A., Walters, G. A., and Kapelan, Z. S. (2007). “Robust least-cost design of water distribution networks using redundancy and integration-based methodologies.” J. Water Resour. Plann. Manage., 133(1), 67–77.
Gessler, J., and Walski, T. M. (1985). “Water distribution system optimization.” Technical Rep. EL-85-11, Dept. of the Army, U. S. Army Corps of Engineers, Washington, DC.
Jayaram, N., and Srinivasan, K. (2008). “Performance-based optimal design and rehabilitation of water distribution networks using life cycle costing.” Water Resour. Res., 44(1), W01417.
Kapelan, Z. S., Savic, D. A., and Walters, G. A. (2005). “Multiobjective design of water distribution systems under uncertainty.” Water Resour. Res., 41(11), W11407.
Li, D., Dolezal, T., and Haimes, Y. Y. (1993). “Capacity reliability of water distribution networks.” Reliab. Eng. Syst. Saf., 42(1), 29–38.
Mays, L. W. (1996). “Review of reliability analysis of water distribution systems.” Proc. Stochastic Hydraulics’96, Balkema, Rotterdam, Netherlands, 53–62.
Ostfeld, A., Kogan, D., and Shamir, U. (2002). “Reliability simulation of water distribution systems—single and multiquality.” Urban Water, 4(1), 53–61.
Prasad, T. D., and Park, N.-S. (2004). “Multiobjective genetic algorithms for design of water distribution networks.” J. Water Resour. Plann. Manage., 130(1), 73–82.
Todini, E. (2000). “Looped water distribution networks design using a resilience index based heuristic approach.” Urban Water, 2(2), 115–122.
Tolson, B. A., Maier, H. R., Simpson, A. R., and Lence, B. J. (2004). “Genetic algorithms for reliability-based optimization of water distribution systems.” J. Water Resour. Plann. Manage., 130(1), 63–72.
Vaabel, J., Ainola, L., and Koppel, T. (2006). “Hydraulic power analysis for determination of characteristics of a water distribution system.” 8th Annual Water Distribution Systems Analysis Symposium, ASCE, Reston, VA.
Wu, W., Maier, H. R., and Simpson, A. R. (2010). “Single-objective versus multiobjective optimization of water distribution systems accounting for greenhouse gas emissions by carbon pricing.” J. Water Resour. Plann. Manage., 136(5), 555.
Zecchin, A. C., Simpson, A. R., Maier, H. R., Leonard, M., Roberts, A. J., and Berrisford, M. J. (2006). “Application of two ant colony optimisation algorithms to water distribution system optimisation.” Math. Comput. Model., 44(5–6), 451–468.
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© 2011 American Society of Civil Engineers.
History
Received: May 13, 2010
Accepted: Dec 7, 2010
Published online: Dec 9, 2010
Published in print: Nov 1, 2011
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