1997
DOI: 10.1097/00004032-199705000-00014
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Diffusive Transport of Radon in a Homogeneous Column of Dry Sand

Abstract: To validate a model for radon transport in soil, measurements of diffusive radon transport under well-defined and controlled conditions have been made in a homogeneous column of dry sand with an air-filled volume on top. This volume simulates a crawl space. The measurements concern time-dependent diffusive transport with several different crawl-space heights and steady-state diffusive transport with different crawl-space ventilation rates. This study forms part of an extensive validation which will also cover … Show more

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Cited by 22 publications
(16 citation statements)
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“…At higher moisture contents, the increasing number of water blockages in the pore space inhibits most of the diffusive transport through air-filled parts, causing a more rapidly decreasing diffusion coefficient. For dry sand, the bulk diffusion coefficient is measured at (2.42 IfI 0.11) X10-6 m2 s-l, in good agreement with the value (2.39 2 0.08)X10-6 m2 s-l inferred from the porosity, tortuosity , and diffusion coefficient in air ( Van der Spoel et al 1997).…”
Section: Radon Diffusion Coefficientsupporting
confidence: 82%
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“…At higher moisture contents, the increasing number of water blockages in the pore space inhibits most of the diffusive transport through air-filled parts, causing a more rapidly decreasing diffusion coefficient. For dry sand, the bulk diffusion coefficient is measured at (2.42 IfI 0.11) X10-6 m2 s-l, in good agreement with the value (2.39 2 0.08)X10-6 m2 s-l inferred from the porosity, tortuosity , and diffusion coefficient in air ( Van der Spoel et al 1997).…”
Section: Radon Diffusion Coefficientsupporting
confidence: 82%
“…Assuming that the sample taken from the largest depth (75 cm) was completely saturated with water, a porosity of 0.365 (estimated uncertainty 0.005) was obtained from volume and mass determinations. This value is 7% larger than the value assumed in all previous model calculations for dry sand ( Van der Spoel et al 1997, 1998a, inferred from the mass increase of a small sand sample due to water saturation. The compaction that was observed during wetting and drying this sand sample apparently did not occur in the same degree in the vessel.…”
Section: Sand Propertiescontrasting
confidence: 53%
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