English   español  
Please use this identifier to cite or link to this item: http://hdl.handle.net/10261/184791
logo share SHARE logo core CORE   Add this article to your Mendeley library MendeleyBASE

Visualizar otros formatos: MARC | Dublin Core | RDF | ORE | MODS | METS | DIDL
Exportar a otros formatos:

DC FieldValueLanguage
dc.contributor.authorMoret-Fernández, Davides_ES
dc.contributor.authorLatorre Garcés, Borjaes_ES
dc.contributor.authorGiner, María de la Luzes_ES
dc.contributor.authorRamos Escribano, Javieres_ES
dc.contributor.authorAlados, Concepción L.es_ES
dc.contributor.authorCastellano, Claraes_ES
dc.contributor.authorLópez Sánchez, María Victoriaes_ES
dc.contributor.authorJiménez, Juan Josées_ES
dc.contributor.authorPueyo, Yolandaes_ES
dc.identifier.citationMoret-Fernández D, Latorre B, Giner ML, Ramos J, Alados C, Castellano C, López MV, Jiménez JJ, Pueyo Y. Estimation of the soil hydraulic properties from the transient infiltration curve measured on soils affected by water. Catena 178: 298-306 (2019)es_ES
dc.description34 Pags.- 2 Tabls.- 6 Figs. The definitive version is available at: https://www.sciencedirect.com/science/journal/03418162es_ES
dc.description.abstractEstimation of soil sorptivity (S) and hydraulic conductivity (K) is fundamental to model the water infiltration into the soil. This process can be affected by soil water repellency, which is defined as a reduction in soil wettability due to coating of soil particles by hydrophobic substances. Unlike to wettable soils, this phenomenon can generate infiltration curves with double-slope shape: a transient infiltration curve followed by a steady-state section. Because the topsoil final volumetric water content (θ1) of the transient phase of the double-slope curve is not a measurable data, in principle, the standard model based on the Haverkamp et al. (1994) model cannot be used to estimate S and K. This work presents two different approaches based on the Haverkamp et al. (1994) equation, which allow estimating S and K from the first phase of a double-slope infiltration curve, when θ1 data are not available. The methods, which are based on the analysis of both short-medium time transient infiltration curve (Tr) and the combination of both short-medium transient and steady-state infiltration steps (Mx), were applied on 20 soils affected by different degrees of water repellency. The Haverkamp et al. (1994) model was also valid for infiltration curves measured on hydrophobic soils, and the final volumetric water content was not an essential data to estimate K and S. Although the steady-state infiltration rate (q1) calculated with Mx was about 26% larger than that estimated with Tr, comparable K and S values were obtained with both methods. Overall, a large dispersion on the estimate of θ1 was observed with both methods. The gravimetric time, tgrav, estimated in the studied soils was low, <500 s. While the Mx method required simpler numerical calculus, Tr looked like to be more robust and less subjective.es_ES
dc.description.sponsorshipThis research was supported by the Ministerio de Economía, Industria y Competitividad (CGL2014-53017-C2-1-R and CGL2016-80783-R).es_ES
dc.subjectHydraulic conductivityes_ES
dc.subjectDisc infiltrometeres_ES
dc.titleEstimation of the soil hydraulic properties from the transient infiltration curve measured on soils affected by water repellencyes_ES
dc.description.peerreviewedPeer reviewedes_ES
dc.contributor.funderMinisterio de Economía, Industria y Competitividad (España)es_ES
oprm.item.hasRevisionno ko 0 false*
dc.contributor.orcidMoret-Fernández, David [0000-0002-6674-0453]es_ES
dc.contributor.orcidLatorre Garcés, Borja [0000-0002-6720-3326]es_ES
dc.contributor.orcidRamos Escribano, Javier [0000-0001-9174-2947]es_ES
dc.contributor.orcidAlados, Concepción L. [0000-0002-6227-861X]es_ES
dc.contributor.orcidLópez Sánchez, María Victoria [0000-0003-4113-0381]es_ES
dc.contributor.orcidPueyo, Yolanda [0000-0001-6970-7790]es_ES
Appears in Collections:(EEAD) Artículos
Files in This Item:
File Description SizeFormat 
MoretD_Catena_2019.pdf Embargoed until August 1, 20211,46 MBAdobe PDFThumbnail
View/Open    Request a copy
Show simple item record

Related articles:

WARNING: Items in Digital.CSIC are protected by copyright, with all rights reserved, unless otherwise indicated.