2008
DOI: 10.1016/j.envsoft.2008.01.002
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Analytical risk-based model of gaseous and liquid-phase radon transport in landfills with radium sources

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Cited by 9 publications
(7 citation statements)
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“…Indeed, with 1 m wide fracture or moderate water flow rate of 1 L s À1 , water is able to collect radon from the porous medium of the degassed zone, increasing its radon concentration toward the surface ( Figure A1). In addition, standard two-phase radon transport equations in a stratified porous medium were used [Ho, 2008]. Both in diffusive and in advective domains, the standard framework established by Rogers and Nielson [1991a] and Nazaroff [1992] was used.…”
Section: Appendix A: Equations Of the Water Degassing Model (M1)mentioning
confidence: 99%
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“…Indeed, with 1 m wide fracture or moderate water flow rate of 1 L s À1 , water is able to collect radon from the porous medium of the degassed zone, increasing its radon concentration toward the surface ( Figure A1). In addition, standard two-phase radon transport equations in a stratified porous medium were used [Ho, 2008]. Both in diffusive and in advective domains, the standard framework established by Rogers and Nielson [1991a] and Nazaroff [1992] was used.…”
Section: Appendix A: Equations Of the Water Degassing Model (M1)mentioning
confidence: 99%
“…For radon, three phases were considered: gas phase, water phase (radon dissolved in water), and adsorbed phase (radon adsorbed onto mineral surfaces). In addition, standard two-phase radon transport equations in a stratified porous medium were used [Ho, 2008]. At radioactive equilibrium, radon concentration in air C 0 a (expressed in Bq m À3 ) is defined by:…”
Section: Appendix A: Equations Of the Water Degassing Model (M1)mentioning
confidence: 99%
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“…However, Ho (2008) showed the importance of high rainfall events in predicting radon exhalation from Uranium Mill Tailings (UMT) landfill soils. This approximation can be legitimate for some conditions, such as in the absence of rainfall or irrigation events at the soil surface.…”
Section: First Approximationmentioning
confidence: 99%
“…The problem of modeling the contamination of a superficial aquifer due to contaminant release is a classical groundwater quality problem (Bear 1979;Bear and Cheng 2010) and several analytical and/or numerical approaches have been proposed in the literature for addressing problems which bear some similarities with ours (Nair and Krishnamoorthy 1999;Ho 2008;Troldborg 2010;Simunek et al 2007;Pacific Northwest National Laboratory 2004). Many of these resolution methods, indeed, allow very detailed analyses, but the computational effort that they require is often so large that the uncertainty and sensitivity analyses needed within risk assessment become almost impractical (Pacific Northwest National Laboratory 2004), and it significantly increases as the amount and the complexity of the modeled physical processes increase.…”
Section: Introductionmentioning
confidence: 98%