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dc.creatorOllobarren del Barrio, Paules_ES
dc.creatorCampo-Bescós, Migueles_ES
dc.creatorGiménez Díaz, Rafaeles_ES
dc.creatorCasalí Sarasíbar, Javieres_ES
dc.date.accessioned2019-03-01T10:21:44Z
dc.date.available2019-03-01T10:21:44Z
dc.date.issued2017
dc.identifier.issn0197-9337 (Print)
dc.identifier.issn1096-9837 (Electronic)
dc.identifier.urihttps://hdl.handle.net/2454/32450
dc.description.abstractThe soil factor is crucial in controlling and properly modeling the initiation and development of ephemeral gullies (EGs). Usually, EG initiation has been related to various soil properties (i.e. sealing, critical shear stress, moisture, texture, etc.); meanwhile, the total growth of each EG (erosion rate) has been linked with proper soil erodibility. But, despite the studies to determine the influence of soil erodibility on (ephemeral) gully erosion, a universal approach is still lacking. This is due to the complex relationship and interactions between soil properties and the erosive process. A feasible soil characterization of EG erosion prediction on a large scale should be based on simple, quick and inexpensive tests to perform. The objective of this study was to identify and assess the soil properties – easily and quickly to determine – which best reflect soil erodibility on EG erosion. Forty‐nine different physical–chemical soil properties that may participate in establishing soil erodibility were determined on agricultural soils affected by the formation of EGs in Spain and Italy. Experiments were conducted in the laboratory and in the field (in the vicinity of the erosion paths). Because of its importance in controlling EG erosion, five variables related to antecedent moisture prior to the event that generated the gullies and two properties related to landscape topography were obtained for each situation. The most relevant variables were detected using multivariate analysis. The results defined 13 key variables: water content before the initiation of EGs, organic matter content, cation exchange capacity, relative sealing index, two granulometric and organic matter indices, seal permeability, aggregates stability (three index), crust penetration resistance, shear strength and an erodibility index obtained from the Jet Test erosion apparatus. The latter is proposed as a useful technique to evaluate and predict soil loss caused by EG erosion.en
dc.description.sponsorshipThis study was partly financed by the Spanish Government’s National Plan for Research, Development and Technological Innovation (projects CGL2011-24336 (MICIN/FEDER) and CGL2015-64284-C2-1-R (MINECO/FEDER)). The authors thank the Public University of Navarre (UPNA) for funding this work with a grant awarded to the principal author.en
dc.format.mimetypeapplication/pdfen
dc.language.isoengen
dc.publisherWileyen
dc.relation.ispartofEarth Surface Processes and Landforms, 43, 1993–2008 (2018)en
dc.rights© 2018 John Wiley & Sons, Ltd.en
dc.subjectEphemeral gully erosionen
dc.subjectPhysico-chemical soil propertiesen
dc.subjectSoil erodibilityen
dc.subjectMultivariate statistical analysisen
dc.subjectJet erosion testen
dc.titleAssessment of soil factors controlling ephemeral gully erosion on agricultural fieldsen
dc.typeArtículo / Artikuluaes
dc.typeinfo:eu-repo/semantics/articleen
dc.contributor.departmentProyectos e Ingeniería Rurales_ES
dc.contributor.departmentLanda Ingeniaritza eta Proiektuakeu
dc.contributor.departmentInstitute on Innovation and Sustainable Development in Food Chain - ISFOODes_ES
dc.rights.accessRightsAcceso abierto / Sarbide irekiaes
dc.rights.accessRightsinfo:eu-repo/semantics/openAccessen
dc.identifier.doi10.1002/esp.4347
dc.relation.projectIDinfo:eu-repo/grantAgreement/MICINN//CGL2011-24336/ES/en
dc.relation.projectIDinfo:eu-repo/grantAgreement/MINECO//CGL2015-64284-C2-1-R/ES/en
dc.relation.publisherversionhttps://doi.org/10.1002/esp.4347
dc.type.versionVersión aceptada / Onetsi den bertsioaes
dc.type.versioninfo:eu-repo/semantics/acceptedVersionen
dc.contributor.funderUniversidad Pública de Navarra / Nafarroako Unibertsitate Publikoaes


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