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dc.contributor.authorAws A. Ajaaj; Ashok K. Mishra; Abdul A. Khan
dc.date.accessioned2019-03-10T12:11:31Z
dc.date.available2019-03-10T12:11:31Z
dc.date.issued2019
dc.identifier.other%28ASCE%29HE.1943-5584.0001737.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255056
dc.description.abstractThis study investigates four widely used satellite and gauged-based precipitation products for hydrological evaluation in the poorly gauged Tigris River basin (TRB), with an area of 445,656  km2, using the Soil and Water Assessment Tool (SWAT) watershed model. The multiple precipitation data sources (PDSs) evaluated in this study include Precipitation Estimation from Remotely Sensed Information using Artificial Neural Networks-Climate Data Record (PERSIANN-CDR), Multisource Weighted-Ensemble Precipitation (MSWEP), Asian Precipitation Highly Resolved Observational Data Integration towards the Evaluation of water resources project (APHRODITE), and National Oceanic and Atmospheric Administration (NOAA) Climate Prediction Center (CPC) data. The SWAT model was calibrated using three approaches to identify more realistic parameters. Overall, APHRODITE could capture the spatiotemporal distributions of daily precipitation with a correlation coefficient of 0.65, root-mean square error of 0.62 mm, and percent bias of 19.1%. In addition, APHRODITE also captured the monthly streamflow with reasonably accuracy for selected streamflow stations in the TRB with mean Nash-Sutcliffe efficiency of >0.65. Conversely, MSWEP overestimated and CPC underestimated the observed mean climatology, respectively, and had similar effects on monthly streamflow simulations. Among all the selected precipitation products, the relative performance of CPC is poor in comparison to other data sets.
dc.publisherAmerican Society of Civil Engineers
dc.titleEvaluation of Satellite and Gauge-Based Precipitation Products through Hydrologic Simulation in Tigris River Basin under Data-Scarce Environment
dc.typeJournal Paper
dc.journal.volume24
dc.journal.issue3
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/(ASCE)HE.1943-5584.0001737
dc.page05018033
dc.treeJournal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 003
dc.contenttypeFulltext


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