Analysis and Correction of Digital Elevation Models for Plain Areas

cic.institucionOrigenInstituto de Hidrología de Llanurases
cic.isFulltexttruees
cic.isPeerReviewedtruees
cic.lugarDesarrolloConsejo Nacional de Investigaciones Científicas y Técnicases
cic.lugarDesarrolloCentro Universitario Rosario de Investigaciones Hidroambientaleses
cic.lugarDesarrolloComisión de Investigaciones Científicas de la provincia de Buenos Aireses
cic.lugarDesarrolloUniversidad Nacional del Litorales
cic.versioninfo:eu-repo/semantics/acceptedVersiones
dc.date.accessioned2019-05-09T13:23:50Z
dc.date.available2019-05-09T13:23:50Z
dc.identifier.urihttps://digital.cic.gba.gob.ar/handle/11746/9953
dc.titleAnalysis and Correction of Digital Elevation Models for Plain Areasen
dc.typeArtículoes
dcterms.abstractWater movement modeling in plain areas requires digital elevation models (DEMs) adequately representing the morphological and geomorphological land patterns including the presence of civil structures that could affect water flow patterns. This has a direct effect on water accumulation and water flow direction. The objectives of this work were to analyze, compare and improve DEMs so surface water movement in plain areas could be predicted. In order to do that, we evaluated the accuracy of a digital elevation data set consisting in 4064 points measured with a differential global positioning system (GPS) in a plain area of central Buenos Aires province. Three DEMs were analyzed: (1) the Advanced Spaceborne Thermal Emission and Reflection Radiometer (ASTER), (2) the Shuttle Radar Topography Mission (SRTM) and (3) the Advanced Land Observing Satellite with the Phased Array Type L-Band Synthetic Aperture Radar (ALOS PALSAR). Several topographic attributes (i.e., height, surface area, land slope, delimitation of geomorphological units, civil structures, basin boundaries and streams network) and different interpolation methods were analyzed. The results showed that both the SRTM and the ALOS PALSAR DEMs had a ± 4.4 m root mean square error (RMSE) in contrast to the ASTER DEM which had a ± 9 m RMSE. Our analysis proved that the best DEM representing the study area is the SRTM. The most suitable interpolation methods applied to the SRTM were the inverse distance weighting and the ANUDEM, whereas the spline method displayed the lowest vertical accuracy. With the proposed method we obtained a DEM for the study area with a ± 3.2 m RMSE, a 33% error reduction compared to the raw DEMen
dcterms.creator.authorGuevara Ochoa, Cristianes
dcterms.creator.authorVives, Luises
dcterms.creator.authorZimmermann, Erikes
dcterms.creator.authorMasson, Ignacioes
dcterms.creator.authorFajardo González, Luisa Fernandaes
dcterms.creator.authorScioli, Carloses
dcterms.extent12 p.es
dcterms.identifier.otherdoi:10.14358/PERS.85.3.209es
dcterms.isPartOf.issuevol. 85, no. 3es
dcterms.isPartOf.seriesPhotogrammetric Engineering and Remote Sensinges
dcterms.issued2019-03-01
dcterms.languageIngléses
dcterms.licenseAttribution-NonCommercial-ShareAlike 4.0 International (BY-NC-SA 4.0)es
dcterms.subjectDEMen
dcterms.subjectModelos digitales de elevación del terrenoes
dcterms.subjectCuenca del arroyo del Azules
dcterms.subject.materiaOceanografía, Hidrología, Recursos Hídricoses

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