1992
DOI: 10.2172/10178989
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Radon entry into basements: Approach, experimental structures, and instrumentation of the small structures research project

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Cited by 7 publications
(13 citation statements)
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“…the soil permeability (k. in m 2 ) is determined from the relationship: (2) where Q is the rate at which soil gas is drawn from the probe in m 3 s-l, J1 is the dynamic viscosity of air (1.75 x 10-5 Pa s at ambient conditions), AP is the disturbance pressure difference between the probe tip and the soil surface in Pa, and S is the shape factor. The shape factor was determined by numerical modeling to be independent of depth and proximity to the structure to within 10% for the given locations of the probes (15). and has a value of 0.3 m. Table I indicates the spatial variability in soil permeability and the effect of seasonal changes in soil conditions.…”
Section: Site and Structure Characterizationmentioning
confidence: 99%
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“…the soil permeability (k. in m 2 ) is determined from the relationship: (2) where Q is the rate at which soil gas is drawn from the probe in m 3 s-l, J1 is the dynamic viscosity of air (1.75 x 10-5 Pa s at ambient conditions), AP is the disturbance pressure difference between the probe tip and the soil surface in Pa, and S is the shape factor. The shape factor was determined by numerical modeling to be independent of depth and proximity to the structure to within 10% for the given locations of the probes (15). and has a value of 0.3 m. Table I indicates the spatial variability in soil permeability and the effect of seasonal changes in soil conditions.…”
Section: Site and Structure Characterizationmentioning
confidence: 99%
“…Average soil permeabilities were determined for each region using the data for October 1, 1991, in Table I. Gravel permeability, was determined using laboratory soil-column measurements and was found to be 2.0xl0-8 m 2 (15). there is a significant discrepancy between the modeled and measured values.…”
Section: Numerical Modeling and Comparison With Experimentsmentioning
confidence: 99%
“…Several other indoor radon models and predictions may be found in the literature, e.g. Al-Ahmady (1996), Andersen (1992Andersen ( , 1999, Fisk et al (1992), Font (1997), Font et al (1999ab), Font and Baixeras (2003), Gadgil (1992), Gunby et al (1993), Li et al (1995), Sherman (1992), Wang and Ward (2000) and With and Jong (2011). Several of the models treat selected parts of the many potential radon sources to the radon level in the indoor air environment, where some of the models may be very detailed and involve relatively complex equations covering specific parts of the total radon picture.…”
Section: Introductionmentioning
confidence: 99%
“…The DDP source probe consists of 15-cm length of cylindrical well screen welded into a pipe (15.4 mm ID, 3.1 mm wall) fitted with a sealed and pointed end [Fisk et al, 1989;Fisk et al, 1992]. The size of the well-screen surface allows the pressure signal to propagate through many meters of soil without excessive attenuation while maintaining soil-gas velocities within the Darcy limit even at a distance of 1 cm from the source.…”
Section: Dual-probe Dynamic Pressure Apparatusmentioning
confidence: 99%
“…The sampling scale (or effective sampling radius) of these steady-pressure permeability measurements has been defined as the distance at which the disturbance pressure field is 5% of its value at the probe's sampling tip [Fisk et al, 1992]. In practice, this is taken to be the theoretically-determined distance at which the pressure field would be 5% of the probe-tip value in a homogeneous medium.…”
Section: Introductionmentioning
confidence: 99%