2013
DOI: 10.1190/geo2012-0187.1
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Improved prediction of hydraulic conductivity for coarse-grained, unconsolidated material from nuclear magnetic resonance

Abstract: The prediction of hydraulic conductivity [Formula: see text] from nuclear magnetic resonance (NMR) measurements has been performed primarily in sandstones. In hydrogeological applications, however, unconsolidated material is more prevalent. Compared to sandstones, unconsolidated sediments can show pore sizes up to several millimeters. The known (semi-)empiric relations to estimate [Formula: see text] from NMR have been applied on this material, but the underlying assumptions are not valid for large pores. We f… Show more

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Cited by 48 publications
(42 citation statements)
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“…In particular, this is the case for materials containing large pores (e.g., Dlugosch et al, 2013;Dlubac et al, 2014) that are of interest for this study. One major outcome of the work of Brownstein and Tarr (1979) is summarized in Figure 2.…”
Section: Nmr Relaxation Times Theorymentioning
confidence: 99%
“…In particular, this is the case for materials containing large pores (e.g., Dlugosch et al, 2013;Dlubac et al, 2014) that are of interest for this study. One major outcome of the work of Brownstein and Tarr (1979) is summarized in Figure 2.…”
Section: Nmr Relaxation Times Theorymentioning
confidence: 99%
“…For example, η = 2 for cylindrical pores, η = 3 for spherical ones, or more general, η > 3 for pores with a more complex geometry. The peak value T2,0.25emnormalPprefix−1 is used in Eqn instead of the mean relaxation time because faster eigenmodes may occur if the fast diffusion assumption is not valid . In that case, the peak relaxation times are a good representation of the slowest eigenmodes.…”
Section: Nmr Relaxation Measurements In Unconsolidated Sedimentsmentioning
confidence: 99%
“…The tortuosity is set to 1.5 in this study, which is a reliable estimate for coarse sand and gravel (e.g. Pape et al, 2006;Dlugosch et al, 2013). …”
Section: Estimation Of Effective Pore Radius and Hydraulic Conductivimentioning
confidence: 99%
“…Prammer et al, 1996;Behroozmand et al, 2014), and to provide hydraulic and soil physical parameters 25 (e.g. Dlugosch et al, 2013;Yaramanci, 2011, 2013;Sucre et al, 2011;Knight et al, 2016). As non-invasive tool from the subsurface, it is used for investigating the subsurface distributions of water content/porosity and hydraulic conductivity and allows for the lithological categorisation of aquifer and aquitards (e.g.…”
Section: Introductionmentioning
confidence: 99%