Soil hydraulic interpretation of nuclear magnetic resonance measurements based on circular and triangular capillary models

dc.bibliographicCitation.firstPagee20104eng
dc.bibliographicCitation.issue2eng
dc.bibliographicCitation.journalTitleVadose zone journal : VZJ : advancing critical zone scienceeng
dc.bibliographicCitation.volume20eng
dc.contributor.authorCostabel, Stephan
dc.contributor.authorHiller, Thomas
dc.date.accessioned2022-04-21T12:29:01Z
dc.date.available2022-04-21T12:29:01Z
dc.date.issued2021
dc.description.abstractGeophysical nuclear magnetic resonance (NMR) applications are used to estimate pore size distributions (PSDs) of rocks and sediments. This is commonly realized by empirical calibration using information about the surface-to-volume ratio of the material. Recent research has developed joint inversion concepts for NMR relaxation data that provides the PSD with a minimum of information. The application requires the NMR signal of a sample at saturation and at least one at partial saturation and at known suction. The new inversion concept physically simulates the desaturation process as part of the forward operator. The cross-section of the model capillaries in the underlying bundle can be either circular or triangular. Our study investigates the performance of the NMR joint inversion to predict water retention function (WRF) and capillary-based hydraulic conductivity (Kcap) as functions of saturation for different sands. The angularity of the pores has no significant impact on the estimated WRF but affects the Kcap estimation significantly. Our study shows that the WRF is predicted reliably for sand samples under fast diffusion conditions. The Kcap estimations are also plausible but tend to systematic overestimation, for which we identified the tortuosity being the main reason. Because NMR relaxation data generally do not provide tortuosity information, a plausible tortuosity model remains an issue of classical calibration. Further development of the approach will thus consider tortuosity measurements (e.g., by electrical resistivity measurements and/or gradient NMR) and will consider the relaxation mechanisms outside fast diffusion conditions to enhance its applicability for coarse soils.eng
dc.description.versionpublishedVersioneng
dc.identifier.urihttps://oa.tib.eu/renate/handle/123456789/8772
dc.identifier.urihttps://doi.org/10.34657/7810
dc.language.isoengeng
dc.publisherHoboken, NJ : Wileyeng
dc.relation.doihttps://doi.org/10.1002/vzj2.20104
dc.relation.essn1539-1663
dc.rights.licenseCC BY 4.0 Unportedeng
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/eng
dc.subject.ddc550eng
dc.subject.otherCalibrationeng
dc.subject.otherPore sizeeng
dc.subject.otherSoil surveyseng
dc.subject.otherElectrical resistivity measurementseng
dc.subject.otherEmpirical calibrationeng
dc.subject.otherNuclear magnetic resonance(NMR)eng
dc.subject.otherPartial saturationeng
dc.subject.otherRecent researcheseng
dc.subject.otherRelaxation mechanismeng
dc.subject.otherSoil hydraulicseng
dc.subject.otherSurface-to-volume ratioeng
dc.subject.otherNuclear magnetic resonanceeng
dc.titleSoil hydraulic interpretation of nuclear magnetic resonance measurements based on circular and triangular capillary modelseng
dc.typeArticleeng
dc.typeTexteng
tib.accessRightsopenAccesseng
wgl.contributorLIAGeng
wgl.subjectGeowissenschafteneng
wgl.typeZeitschriftenartikeleng
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