Technical Papers
Jul 12, 2017

Framework for Incorporating Downscaled Climate Output into Existing Engineering Methods: Application to Precipitation Frequency Curves

Publication: Journal of Infrastructure Systems
Volume 23, Issue 4

Abstract

To improve the resiliency of designs, particularly for long-lived infrastructure, current engineering practice must be updated to incorporate a range of future climate conditions that are likely to be different from the past. However, a considerable mismatch exists between climate model outputs and the data inputs needed for engineering designs. This paper provides a framework for incorporating climate trends into design standards and applications, including selecting the appropriate climate model source based on the intended application, understanding model performance and uncertainties, addressing differences in temporal and spatial scales, and interpreting results for engineering design. The framework is illustrated through an application to depth-duration-frequency curves, which are commonly used in stormwater design. A change factor method is used to update the curves in a case study of Pittsburgh. Extreme precipitation depth is expected to increase in the future for Pittsburgh for all return periods and durations examined, requiring revised standards and designs. Doubling the return period and using historical, stationary values may enable adequate design for short-duration storms; however, this method is shown to be insufficient to enable protective designs for longer-duration storms.

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Acknowledgments

This research was supported in part by the National Science Foundation (NSF Collaborative Award Number CMMI 1635638/1635686), by the John and Claire Bertucci Fellowship, and by the Center for Engineering and Resilience for Climate Adaptation in the Department of Civil and Environmental Engineering at Carnegie Mellon University. The authors are grateful to Dr. Jeanne VanBriesen for helpful comments and to four anonymous reviewers whose suggestions greatly improved the manuscript. The authors acknowledge the Program for Climate Model Diagnosis and Intercomparison (PCMDI) and the WCRP’s Working Group on Coupled Modelling (WGCM) for their roles in making available the WCRP CMIP3 multimodel data set. Support of this data set is provided by the Office of Science, U.S. Department of Energy. The authors also wish to thank the North American Regional Climate Change Assessment Program (NARCCAP) for providing the data used. The NARCCAP is funded by the National Science Foundation, the U.S. Department of Energy, the National Oceanic and Atmospheric Administration, and the U.S. Environmental Protection Agency Office of Research and Development.

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Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 23Issue 4December 2017

History

Received: Jun 30, 2016
Accepted: Mar 20, 2017
Published online: Jul 12, 2017
Published in print: Dec 1, 2017
Discussion open until: Dec 12, 2017

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Lauren M. Cook, S.M.ASCE
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Carnegie Mellon Univ., Pittsburgh, PA 15213.
Christopher J. Anderson
Research Assistant Professor, Dept. of Agronomy, Iowa State Univ., Ames, IA 50011.
Constantine Samaras, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Carnegie Mellon Univ., Pittsburgh, PA 15213 (corresponding author). E-mail: [email protected]

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