Incorporating Potential Severity into Vulnerability Assessment of Water Supply Systems under Climate Change Conditions
Publication: Journal of Water Resources Planning and Management
Volume 142, Issue 2
Abstract
In response to climate change, vulnerability assessment of water resources systems is typically performed based on quantifying the severity of the failure. This paper introduces an approach to assess vulnerability that incorporates a set of new factors. The method is demonstrated with a case study of a reservoir system in Salt Lake City using an integrated modeling framework composed of a hydrologic model and a systems model driven by temperature and precipitation data for a 30-year historical (1981–2010) period. The climate of the selected future (2036–2065) simulation periods were represented by five combinations of warm or hot, wet or dry, and central tendency projections derived from the World Climate Research Programme’s (WCRP’s) Coupled Model Intercomparison Project Phase 5. The results of the analysis illustrate that basing vulnerability on severity alone may lead to an incorrect quantification of the system vulnerability. In this study, a typical vulnerability metric (severity) incorrectly provides low magnitudes under the projected future warm-wet climate condition. The proposed new metric correctly indicates the vulnerability to be high because it accounts for additional factors. To further explore the new factors, a sensitivity analysis (SA) was performed to show the impact and importance of the factors on the vulnerability of the system under different climate conditions. The new metric provides a comprehensive representation of system vulnerability under climate change scenarios, which can help decision makers and stakeholders evaluate system operation and infrastructure changes for climate adaptation.
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Acknowledgments
The support and cooperation of the Salt Lake City Department of Public Utilities, specifically Jeff Niermeyer, Laura Briefer, and Tracie Kirkham are gratefully acknowledged. In addition, the authors acknowledge the support of Western Water Assessment to permit Tim Bardsley to contribute as a coauthor, and the National Oceanic and Atmospheric Association (NOAA) Colorado River Basin Forecast Center supporting the hydrologic modeling. The authors also acknowledge Mike Hobbins, NOAA Physical Science Division, for his contribution to generate temperature driven dynamic PET inputs for the CBRFC model. This research was primarily funded through National Science Foundation awards EPS—1135482 and EPS—1135483. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the author(s) and do not necessarily reflect the views of the National Science Foundation. The authors acknowledge the World Climate Research Programme’s Working Group on Coupled Modelling, which is responsible for CMIP, and the authors thank the climate modeling groups (listed in Table 9 of this paper) for producing and making available their model output. For CMIP, the U.S. Department of Energy’s Program for Climate Model Diagnosis and Intercomparison provides coordinating support and led development of software infrastructure in partnership with the Global Organization for Earth System Science Portals.
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© 2015 American Society of Civil Engineers.
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Received: Jul 14, 2014
Accepted: Jun 25, 2015
Published online: Aug 26, 2015
Discussion open until: Jan 26, 2016
Published in print: Feb 1, 2016
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