Technical Papers
Jan 4, 2016

New Methodology to Develop Future Flood Frequency under Changing Climate by Means of Physically Based Numerical Atmospheric-Hydrologic Modeling

Publication: Journal of Hydrologic Engineering
Volume 21, Issue 4

Abstract

Effect of climate change on hydrologic flow regimes, particularly extreme events, necessitates modeling of future flows in order to best inform water resources management. This study simulated future flows in the Cache Creek watershed in California over the 21st century using a hydro-climate model (Watershed Environmental Hydrology Hydro-Climate Model; WEHY-HCM) forced by future climate projections. The future climate projections, based on four emission scenarios simulated by two global climate models (GCMs), the fifth-generation atmospheric global climate model and third-generation community climate model (ECHAM5 and CCSM3), under several initial conditions, were dynamically-downscaled using the fifth-generation mesoscale atmospheric model (MM5), a regional climate model. The downscaled future precipitation data were bias-corrected before being input into the WEHY model to simulate the detailed flow at hourly intervals along the main Cache Creek branch and its tributaries during 2010–2099. The results suggest an increasing trend in flood magnitudes and their intensities at the outlet of the study region throughout the 21st century. Similarly, estimates of the 100-year and 200-year floods increased throughout the study period. The observed differences in the estimated future flood frequencies between the first half and the second half of 21st century may be an evidence of the nonstationarity in the 21st century hydrological regime over the study region.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 21Issue 4April 2016

History

Received: Jul 22, 2015
Accepted: Oct 9, 2015
Published online: Jan 4, 2016
Published in print: Apr 1, 2016
Discussion open until: Jun 4, 2016

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Postdoctoral Researcher, Hydrologic Research Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, 1 Shields Ave., Davis, CA 95616-5270 (corresponding author). E-mail: [email protected]
Postdoctoral Researcher, Hydrologic Research Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, 1 Shields Ave., Davis, CA 95616-5270. E-mail: [email protected]
Graduate Student, Hydrologic Research Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, 1 Shields Ave., Davis, CA 95616-5270. E-mail: [email protected]
Senior Researcher, Korean Institute of Water and Environment, Korea Water Resources Corporation, Daejeon 305-730, South Korea. E-mail: [email protected]
Associate Professor, Dept. of Civil Engineering, Atilim Univ., Kizilcasar Mahallesi, Incek, Ankara 06836, Turkey. E-mail: [email protected]
Civil Engineer, Dept. of Water Resources, Division of Flood Management, State of California, 3310 El Camino Ave., Sacramento, CA 95821. E-mail: [email protected]
Civil Engineer, Dept. of Water Resources, Division of Flood Management, State of California, 3310 El Camino Ave., Sacramento, CA 95821. E-mail: [email protected]
M. L. Kavvas, F.ASCE [email protected]
Professor, Hydrologic Research Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, 1 Shields Ave., Davis, CA 95616-5270. E-mail: [email protected]

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