Technical Papers
May 4, 2016

Reconstruction of Historical Inflows into and Water Supply from Shasta Dam by Coupling Physically Based Hydroclimate Model with Reservoir Operation Model

Publication: Journal of Hydrologic Engineering
Volume 21, Issue 9

Abstract

Long-term water supply data are important for the current practice of water resources management at a target region. However, long-term water outflow data from reservoirs are typically limited at fine time resolution (hourly). In this study, the historical data on water supply from the Shasta Dam were reconstructed by a reservoir operation model with reconstructed reservoir inflow data. Before embarking on this exercise, first the inflow data were reconstructed by means of a watershed environmental hydrology hydroclimate model, with its input provided from historical atmospheric reanalysis data. The reanalysis data used in this study are from the National Center for Atmospheric Research and the National Center for Environmental Prediction (NCAR–NCEP) at spatial resolution of 2.5° (210 km at the modeled region). The NCAR–NCEP reanalysis data were dynamically downscaled to 3-km spatial grid resolution at hourly intervals by means of the regional atmospheric component of the hydroclimate model. The downscaled atmospheric data were then used as input to the hydroclimate model hydrologic module for the simulation of snowmelt and runoff conditions over Shasta Dam watershed. Then the reconstructed runoff from the watershed was used as input to a reservoir operation model for regulating outflow from Shasta Dam. The coupled hydroclimate model and reservoir model were successfully validated at Shasta Dam watershed by means of comparisons of the model simulations against the observations. Hence, the combination of proposed models were able to reconstruct the historical water supply data during a 60-year historical period (1950–2010) from Shasta Dam watershed.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 21Issue 9September 2016

History

Received: Aug 12, 2015
Accepted: Jan 29, 2016
Published online: May 4, 2016
Published in print: Sep 1, 2016
Discussion open until: Oct 4, 2016

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Postdoctoral Researcher, Hydrologic Research Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 1 Shields Ave., Davis, CA 95616-5270 (corresponding author). E-mail: [email protected]
Senior Researcher, Korea Institute of Water and Environment, Korea Water Resources Corporation, Daejeon 305-730, South Korea. E-mail: [email protected]
Postdoctoral Researcher, Hydrologic Research Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 1 Shields Ave., Davis, CA 95616-5270. E-mail: [email protected]
N. Ohara, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Architectural Engineering, Univ. of Wyoming, Laramie, WY 82071. E-mail:[email protected]
Z. Q. Chen, A.M.ASCE [email protected]
Senior Engineer, California Dept. of Water Resources, Bay Delta Office, 1416 Ninth St., Sacramento, CA 95814. E-mail: [email protected]
M. L. Anderson, A.M.ASCE [email protected]
State Climatologist, California Dept. of Water Resources, Hydrology and Flood Operations Office, 3310 El Camino Ave., Sacramento, CA 95821. E-mail: [email protected]
Associate Professor, Dept. of Civil Engineering, Atilim Univ., Kizilcasar Mahallesi, Incek, Ankara 06836, Turkey. E-mail: [email protected]
Postdoctoral Researcher, Hydrologic Research Laboratory, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 1 Shields Ave., Davis, CA 95616-5270. E-mail: [email protected]
M. L. Kavvas, F.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, 1 Shields Ave., Davis, CA 95616-5270. E-mail: [email protected]

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