Technical Papers
Dec 20, 2013

Developing Rainfall Intensity-Duration-Frequency Curves for Alabama under Future Climate Scenarios Using Artificial Neural Networks

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 11

Abstract

Hydrologic design of water management infrastructures is on the basis of specific design storms derived from historical rainfall events available in the form of intensity-duration-frequency (IDF) curves. However, it is expected that the frequency and magnitude of future extreme rainfalls will change due to the increase in greenhouse gas concentrations in Earth’s atmosphere. This study evaluated potential changes in current IDF curves for Alabama under projected future climate scenarios. Three-hour precipitation data simulated by five combinations of global and regional climate models were temporally downscaled using artificial neural networks (ANNs). A feed-forward, back-propagation model was developed to estimate maximum 15-, 30-, 45-, 60-, and 120-min precipitation. The results were compared with disaggregated rainfall derived using a stochastic method. Comparison of these two methods indicates that the ANN model provides superior performance in estimating maximum rainfall depths, whereas the stochastic method tends to under-predict maximum rainfall depths. Developed IDF curves indicate that future rainfall intensities for the events with duration <2h are expected to decrease by 33–74% compared with those of current events when the ANN model is used, whereas large uncertainty exists in the projected rainfall intensities of longer-duration events. This result was independent of the temporal downscaling method used.

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Acknowledgments

We wish to acknowledge National Oceanic and Atmospheric Administration (NOAA) Regional Integrated Sciences and Assessments (RISA) program for funding this project and the North American Regional Climate Change Assessment Program (NARCCAP) for providing the data.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 11November 2014

History

Received: May 12, 2013
Accepted: Dec 18, 2013
Published online: Dec 20, 2013
Published in print: Nov 1, 2014
Discussion open until: Dec 8, 2014

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Authors

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Golbahar Mirhosseini, Ph.D., S.M.ASCE [email protected]
Research Fellow, Auburn Univ., Auburn Research Park, 559 Devall Dr. CASIC Building, Office 207, Auburn, AL 36832 (corresponding author). E-mail: [email protected]
Puneet Srivastava, Ph.D. [email protected]
Professor, Ecological Engineering, Auburn Univ., 206 Tom E. Corley Building, Auburn, AL 36849. E-mail: [email protected]
Xing Fang, Ph.D., F.ASCE [email protected]
P.E.
Professor, Dept. of Civil Engineering, Auburn Univ., 229 Harbert Engineering Center, Auburn, AL 36849-5337. E-mail: [email protected]

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