Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/111918
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dc.contributor.authorSenent‐Aparicio, Javieren_US
dc.contributor.authorBlanco‐Gómez, Pabloen_US
dc.contributor.authorLópez‐Ballesteros, Adriánen_US
dc.contributor.authorJimeno‐Sáez, Patriciaen_US
dc.contributor.authorPérez Sánchez, Julioen_US
dc.date.accessioned2021-09-24T11:30:15Z-
dc.date.available2021-09-24T11:30:15Z-
dc.date.issued2021en_US
dc.identifier.issn2072-4292en_US
dc.identifier.otherScopus-
dc.identifier.urihttp://hdl.handle.net/10553/111918-
dc.description.abstractHydrological modelling requires accurate climate data with high spatial‐temporal resolu-tion, which is often unavailable in certain parts of the world – such as Central America. Numerous studies have previously demonstrated that in hydrological modelling, global weather reanalysis data provides a viable alternative to observed data. However, calibrating and validating models requires the use of observed discharge data, which is also frequently unavailable. Recent, global-scale applications have been developed based on weather data from reanalysis; these applications allow streamflows with satisfactory resolution to be obtained. An example is the Global Flood Awareness System (GloFAS), which uses the fifth generation of reanalysis data produced by the European Centre for Medium‐Range Weather Forecasts (ERA5) as input. It provides discharge data from 1979 to the present with a resolution of 0.1°. This study assesses the potential of GloFAS for calibrating hydrological models in ungauged basins. For this purpose, the quality of data from ERA5 and from the Climate Hazards Group InfraRed Precipitation and Temperature with Station as well as the Climate Forecast System Reanalysis (CFSR) was analysed. The focus was on flow simulation using the Soil and Water Assessment Tool (SWAT) model. The models were calibrated using GloFAS discharge data. Our results indicate that all the reanalysis datasets displayed an acceptable fit with the observed precipitation and temperature data. The correlation coefficient (CC) between the reanalysis data and the observed data indicates a strong relationship at the monthly level all of the analysed stations (CC > 0.80). The Kling–Gupta Efficiency (KGE) also showed the acceptable performance of the calibrated SWAT models (KGE > 0.74). We concluded that GloFAS data has substantial potential for calibrating hydrological models that estimate the monthly stream-flow in ungauged watersheds. This approach can aid water resource management.en_US
dc.languageengen_US
dc.relation.ispartofRemote Sensingen_US
dc.sourceRemote Sensing [EISSN 2072-4292], v. 13 (16), 3299, (Agosto 2021)en_US
dc.subject33 Ciencias tecnológicasen_US
dc.subject.otherEl Salvadoren_US
dc.subject.otherERA‐5en_US
dc.subject.otherGloFASen_US
dc.subject.otherHydrological Modellingen_US
dc.subject.otherSatellite Weather Dataseten_US
dc.subject.otherSWATen_US
dc.titleEvaluating the potential of gloFAS‐ERA5 river discharge reanalysis data for calibrating the SWAT model in the Grande San Miguel river basin (El Salvador)en_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticleen_US
dc.identifier.doi10.3390/rs13163299en_US
dc.identifier.scopus85113547021-
dc.contributor.orcidNO DATA-
dc.contributor.orcidNO DATA-
dc.contributor.orcidNO DATA-
dc.contributor.orcidNO DATA-
dc.contributor.orcidNO DATA-
dc.contributor.authorscopusid56692838000-
dc.contributor.authorscopusid57211981757-
dc.contributor.authorscopusid57202650386-
dc.contributor.authorscopusid57194269805-
dc.contributor.authorscopusid56692422200-
dc.identifier.eissn2072-4292-
dc.identifier.issue16-
dc.relation.volume13en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Artículoen_US
dc.description.notasThis article belongs to the Special Issue Remote Sensing of Hydrological Processes: Modelling and Applicationsen_US
dc.utils.revisionen_US
dc.date.coverdateAgosto 2021en_US
dc.identifier.ulpgcen_US
dc.contributor.buulpgcBU-INGen_US
dc.description.sjr1,283
dc.description.jcr5,349
dc.description.sjrqQ1
dc.description.jcrqQ1
dc.description.scieSCIE
dc.description.miaricds10,6
item.grantfulltextopen-
item.fulltextCon texto completo-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0002-2615-6076-
crisitem.author.fullNamePérez Sánchez, Julio-
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