Technical Papers
Feb 6, 2015

Physically Based Estimation of Maximum Precipitation over Three Watersheds in Northern California: Relative Humidity Maximization Method

Publication: Journal of Hydrologic Engineering
Volume 20, Issue 10

Abstract

Maximum precipitation (MP) was estimated by means of a regional atmospheric model over three watersheds in northern California [(1) the American River watershed (ARW), (2) the Yuba River watershed (YRW), and (3) the Upper Feather River watershed (UFRW)], based on the reconstruction and analyses of the historical severe storms that were recorded over these target watersheds, and where the National Centers for Environmental Prediction (NCEP)/National Center for Atmospheric Research (NCAR) reanalysis data were available for regional atmospheric modeling of the historical storms. Since severe storm events are mainly caused by atmospheric rivers (ARs) in northern California, the contribution of an AR on precipitation over each of the targeted watersheds is maximized to estimate the 72-h MP. For this purpose, the moisture of ARs is maximized after shifting the regional atmospheric model’s atmospheric boundary conditions (BCs) in space with respect to latitude and longitude so that the AR strikes each of the targeted watersheds in the optimized location. To maximize the moisture of the AR, the relative humidity at the boundaries of the modeling domain is set at 100%. The 72-h MPs that were estimated by this method are 738, 690, and 513 mm over the ARW, YRW, and UFRW, respectively. The estimated MP values are respectively 1.74, 1.50, and 1.36 times larger than the historical maximum values at the previously mentioned basins.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 20Issue 10October 2015

History

Received: Jan 28, 2014
Accepted: Dec 16, 2014
Published online: Feb 6, 2015
Discussion open until: Jul 6, 2015
Published in print: Oct 1, 2015

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Authors

Affiliations

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

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