Technical Papers
Feb 6, 2015

Hydrologic Modeling of the Blue River Basin Using NEXRAD Precipitation Data with a Semidistributed and a Fully Distributed Model

Publication: Journal of Hydrologic Engineering
Volume 20, Issue 10

Abstract

A semidistributed (DPHMRS) and a fully distributed (MISBA) physically based hydrologic models were applied to the Blue River Basin (BRB) of Oklahoma in a multiyear mode using next-generation radar (NEXRAD) precipitation data. DPHMRS generally oversimulated low flows of BRB during the validation stage partly because rainfall events based on radar precipitation data are likely too high. However, by adjusting the NEXRAD data based on Mesonet gauge measurements, the Nash-Sutcliffe efficiency (Ef) in the validation run is significantly improved from 0.16 to 0.46. The model performance of DPHMRS also depends on the subbasin resolution, and it was found that DPHMRS can optimally model BRB with seven subbasins. Goodness-of-fit statistics of streamflow simulated by both models demonstrate better performance of MISBA compared to DPHMRS in calibration (Ef improved from 0.53 to 0.82) and validation (Ef improved from 0.46 to 0.83) stages. This difference is partly due to spatially distributed information of soil, land use, and precipitation data for BRB that are partially averaged out in the subbasin framework of DPHMRS, while such information are better retained in the fully distributed framework of MISBA. It seems a fully distributed hydrologic model can more fully take advantage of the spatially distributed information of input data for BRB than a semidistributed model if such detailed data are available. However, this may not be necessarily true for river basins where either data are limited, or where river basins have fairly uniform land use and nonmountainous terrain characteristics.

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Acknowledgments

The first author was supported by a FS Chia Ph.D. Scholarship of the University of Alberta and Alberta Innovates Ph.D. Graduate Student Scholarship. The data used in this study were downloaded through the links provided in the website of DMIP2 (http://www.weather.gov/oh/hrl/dmip/2/data_link.html), of the U.S. National Weather Service (NWS) and Office of Hydrologic Development (OHD). In addition, Oklahoma Mesonet data were provided by the Oklahoma Mesonet.

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

History

Received: Jan 26, 2014
Accepted: Dec 30, 2014
Published online: Feb 6, 2015
Discussion open until: Jul 6, 2015
Published in print: Oct 1, 2015

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Authors

Affiliations

Zahidul Islam [email protected]
Hydrologist, Water Policy Branch, Alberta Environment and Sustainable Resource Development, 7th Floor Oxbridge Place, 9820 106 St NW, Edmonton, AB, Canada T5K 2J6; formerly, Ph.D. Candidate, Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2 (corresponding author). E-mail: [email protected]
Thian Yew Gan, F.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, NREF 3-033, Univ. of Alberta, Edmonton, AB, Canada T6G 2W2. E-mail: [email protected]

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