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contributor authorV. S. Neary
contributor authorE. Habib
contributor authorM. Fleming
date accessioned2017-05-08T21:23:46Z
date available2017-05-08T21:23:46Z
date copyrightSeptember 2004
date issued2004
identifier other%28asce%291084-0699%282004%299%3A5%28339%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49796
description abstractThe use of radar-based precipitation is investigated for possible improvement of spatially lumped continuous hydrologic modeling in two subbasins of the Cumberland River basin in Middle Tennessee. Hydrologic predictions of streamflow at the outlets of the subbasins are obtained using HEC-HMS and two precipitation inputs, Stage III radar-derived and gauge-only data. Model performance with each precipitation input is assessed by comparing predicted and measured streamflow at each subbasin outlet and calculating streamflow volume bias, root mean square difference, mean normalized peak error, and mean peak timing error. The results indicate that the Stage III precipitation suffers from systematic underestimation at both the point and subbasin scales and cannot be completely offset by model recalibration. Simulations driven by both the Stage III and gauge-only data periodically failed to reproduce observed flood peaks in both subbasins. But Stage III simulations are generally less accurate in prediction of streamflow volume as compared to gauge-only simulations and, although comparable to the gauge-only simulations in predicting the magnitude and time to peak, offer no apparent improvement in predicting these quantities either.
publisherAmerican Society of Civil Engineers
titleHydrologic Modeling with NEXRAD Precipitation in Middle Tennessee
typeJournal Paper
journal volume9
journal issue5
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2004)9:5(339)
treeJournal of Hydrologic Engineering:;2004:;Volume ( 009 ):;issue: 005
contenttypeFulltext


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