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Isothermal and non-isothermal infiltration and deuterium transport: a case study in a soil column from a headwater catchment

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    SYSNO ASEP0476339
    Document TypeJ - Journal Article
    R&D Document TypeJournal Article
    Subsidiary JČlánek ve WOS
    TitleIsothermal and non-isothermal infiltration and deuterium transport: a case study in a soil column from a headwater catchment
    Author(s) Sobotková, M. (CZ)
    Sněhota, M. (CZ)
    Budínová, E. (CZ)
    Tesař, Miroslav (UH-J) ORCID, SAI, RID
    Source TitleJournal of Hydrology and Hydromechanics. - : Ústav pro hydromechaniku AV ČR, v. v. i.. - : Ústav hydrológie SAV - ISSN 0042-790X
    Roč. 65, č. 3 (2017), s. 234-243
    Number of pages10 s.
    Publication formPrint - P
    Languageeng - English
    CountrySK - Slovakia
    Keywordsisothermal infiltration ; non-isothermal infiltration ; column leaching ; breakthrough curve ; deuterium ; viscosity ; capillary trapping ; entrapped air ; permeability
    Subject RIVDA - Hydrology ; Limnology
    OECD categoryEnvironmental sciences (social aspects to be 5.7)
    Institutional supportUH-J - RVO:67985874
    UT WOS000406362800004
    EID SCOPUS85026662446
    DOI10.1515/johh-2017-0029
    AnnotationIsothermal and non-isothermal infiltration experiments with tracer breakthrough were carried out in the laboratory on one intact column (18.9 cm in diameter, 25 cm in height) of sandy loam soil. For the isothermal experiment, the temperature of the infiltrating water was 20°C to the initial temperature of the sample. For the two non-isothermal experiments water temperature was set at 8°C and 6°C, while the initial temperature of the sample was 22°C. The experiments were conducted under the same initial and boundary conditions. Pressure heads and temperatures were monitored in two
    depths (8.8 and 15.3 cm) inside the soil sample. Two additional temperature sensors monitored the entering and leaving temperatures of the water. Water drained freely through the perforated plate at the bottom of the sample by gravity and outflow was measured using a tipping bucket flowmeter. The permeability of the sample calculated for steady state stages of the experiment showed that the significant difference between water flow rates recorded during the two experiments could not only be justified by temperature induced changes of the water viscosity and density. The observed data points of the breakthrough curve were successfully fitted using the two-region physical non-equilibrium model. The results of the breakthrough curves showed similar asymmetric shapes under isothermal and non-isothermal conditions.
    WorkplaceInstitute of Hydrodynamics
    ContactSoňa Hnilicová, hnilicova@ih.cas.cz, Tel.: 233 109 003
    Year of Publishing2018
Number of the records: 1  

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