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dc.contributor.authorLeqiang Sun
dc.contributor.authorOusmane Seidou
dc.contributor.authorIoan Nistor
dc.date.accessioned2017-12-30T12:56:08Z
dc.date.available2017-12-30T12:56:08Z
dc.date.issued2017
dc.identifier.other%28ASCE%29HE.1943-5584.0001475.pdf
dc.identifier.urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243593
dc.description.abstractThis paper compares two data assimilation methods: state–parameter assimilation and output assimilation in improving streamflow forecasting using the Soil and Water Assessment Tool (SWAT) model. The state–parameter assimilation is performed by updating the stored water content and soil curve number with the extended Kalman filter (EKF); the output assimilation is carried out by updating the model output errors with autoregressive (AR) models. The performances of the two data assimilation techniques are compared for a dry year and a wet year, and it is found that whereas both methods significantly improve forecasting accuracy, their performances are influenced by the hydrological regime of the particular year. During the wet year, the average root-mean-square error (RMSE) for seven days forecasts is improved from 670.46 to 420.42  m3/s when output assimilation is used, and to 367.60  m3/s when state–parameter assimilation is used. The Nash–Sutcliffe coefficient (NSC) is improved from 0.63 to 0.85 and 0.88, respectively; the mean error (ME) is improved from −375.83  m3/s to −131.68  m3/s and −129.11  m3/s, respectively. For shorter forecast leads (1–4 days), the state–parameter assimilation outperforms output assimilation in both dry and wet years. For longer forecast leads (5–7 days), the output assimilation could provide better results in the wet year. A hybrid method that combines state–parameter assimilation and output assimilation performs very well in both dry and wet years according to all three indicators.
dc.publisherAmerican Society of Civil Engineers
dc.titleData Assimilation for Streamflow Forecasting: State–Parameter Assimilation versus Output Assimilation
dc.typeJournal Paper
dc.journal.volume22
dc.journal.issue3
dc.journal.titleJournal of Hydrologic Engineering
dc.identifier.doi10.1061/(ASCE)HE.1943-5584.0001475
dc.page04016060
dc.treeJournal of Hydrologic Engineering:;2017:;Volume ( 022 ):;issue: 003
dc.contenttypeFulltext


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