<?xml version="1.0" encoding="UTF-8"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-10-29T21:48:59Z</responseDate><request verb="GetRecord" identifier="oai:munzur-rdlopen.rawdatalibrary.net:munzur/3042" metadataPrefix="oai_dc">https://munzur-rdlopen.rawdatalibrary.net/oai/request</request><GetRecord><record><header><identifier>oai:munzur-rdlopen.rawdatalibrary.net:munzur/3042</identifier><datestamp>2026-10-28T15:28:00Z</datestamp><setSpec>openaire</setSpec><setSpec>driver</setSpec><setSpec>com_munzur_1</setSpec><setSpec>col_munzur_2</setSpec><setSpec>com_munzur_8</setSpec><setSpec>col_munzur_154</setSpec></header><metadata><oai_dc:dc xmlns:oai_dc="http://www.openarchives.org/OAI/2.0/oai_dc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/oai_dc/ http://www.openarchives.org/OAI/2.0/oai_dc.xsd"><dc:title>Mixed formulation for an easy and robust numerical computation of sorptivity</dc:title><dc:creator>Lassabatere, Laurent</dc:creator><dc:creator>Peyneau, Pierre-Emmanuel</dc:creator><dc:creator>Yilmaz, Deniz</dc:creator><dc:creator>Pollacco, Joseph</dc:creator><dc:creator>Fernández-Gálvez, Jesús</dc:creator><dc:creator>Latorre, Borja</dc:creator><dc:creator>Moret-Fernández, David</dc:creator><dc:creator>Di Prima, Simone</dc:creator><dc:creator>Rahmati, Mehdi</dc:creator><dc:creator>Stewart, Ryan D.</dc:creator><dc:creator>Abou Najm, Majdi</dc:creator><dc:creator>Hammecker, Claude</dc:creator><dc:creator>Angulo-Jaramillo, Rafael</dc:creator><dc:description>Sorptivity is one of the most important parameters for the quantification of water infiltration into soils. proposed a specific formulation to derive sorptivity as a function of the soil water retention and hydraulic conductivity functions, as well as initial and final soil water contents. However, this formulation requires the integration of a function involving hydraulic diffusivity, which may be undefined or present numerical difficulties that cause numerical misestimations. In this study, we propose a mixed formulation that scales sorptivity and splits the integrals into two parts: the first term involves the scaled degree of saturation, while the second involves the scaled water pressure head. The new mixed formulation is shown to be robust and well-suited to any type of hydraulic function - even with infinite hydraulic diffusivity or positive air-entry water pressure heads - and any boundary condition, including infinite initial water pressure head, h→-∞. Lastly, we show the benefits of using the proposed formulation for modeling water into soil with analytical models that use sorptivity. Copyright:</dc:description><dc:publisher>Copernicus Publications</dc:publisher><dc:date>2023</dc:date><dc:type>Article</dc:type><dc:identifier>https://rdlopen.rawdatalibrary.net/r/munzur/3042</dc:identifier><dc:identifier>https://doi.org/10.5194/hess-27-895-2023</dc:identifier><dc:identifier>1027-5606</dc:identifier><dc:language>en</dc:language><dc:relation>Hydrology and Earth System Sciences</dc:relation><dc:rights>info:eu-repo/semantics/openAccess</dc:rights><dc:type>info:eu-repo/semantics/article</dc:type><dc:identifier>https://munzur-rdlopen.rawdatalibrary.net/tr/items/munzur/3042</dc:identifier></oai_dc:dc></metadata></record></GetRecord></OAI-PMH>