2009
DOI: 10.1007/s11242-009-9459-1
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Modeling Thermal-Hydrologic Processes for a Heated Fractured Rock System: Impact of a Capillary-Pressure Maximum

Abstract: Various thermal-hydrologic models have been developed to simulate thermalhydrologic conditions in emplacement drifts and surrounding host rock for the proposed high-level nuclear waste repository at Yucca Mountain, Nevada. The modeling involves two-phase (liquid and gas) and two-component (water and air) transport in a fractured-rock system, which is conceptualized as a dual-permeability medium. Simulated hydrologic processes depend upon calibrated system parameters, such as the van Genuchten α and m, which qu… Show more

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Cited by 18 publications
(11 citation statements)
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“…The energy balance equation is [ Buscheck et al , ] ∂t[]αϕραuαSα+(1ϕ)ρscp(TT)=γα[]·ϕhαγραSα()ωαγboldvα+boldJαγ+·KT, where T (°C) denotes temperature, c p (J kg −1 °C −1 ) is specific heat capacity of the solid phase, ρ s (kg m −3 ) is solid density, u α (J kg −1 ) is specific internal energy, hαγ (J kg −1 ) is partial specific enthalpy, K (W m −1 °C −1 ) is thermal conductivity, and T (°C) is a reference temperature. A detailed description of nonisothermal multiphase reactive transport is discussed in detail by Buscheck et al [], Sun et al [, ], and Hao et al [].…”
Section: Methodsmentioning
confidence: 99%
“…The energy balance equation is [ Buscheck et al , ] ∂t[]αϕραuαSα+(1ϕ)ρscp(TT)=γα[]·ϕhαγραSα()ωαγboldvα+boldJαγ+·KT, where T (°C) denotes temperature, c p (J kg −1 °C −1 ) is specific heat capacity of the solid phase, ρ s (kg m −3 ) is solid density, u α (J kg −1 ) is specific internal energy, hαγ (J kg −1 ) is partial specific enthalpy, K (W m −1 °C −1 ) is thermal conductivity, and T (°C) is a reference temperature. A detailed description of nonisothermal multiphase reactive transport is discussed in detail by Buscheck et al [], Sun et al [, ], and Hao et al [].…”
Section: Methodsmentioning
confidence: 99%
“…Two-dimensional cartesian meshes are used in single porosity models. The equations required for modeling two-phase flow and transport are implemented in the NUFT code (Sun et al, 2010). Constitutive equations are required for the dependence of the relative permeabilities as well as the capillary pressure as a function of soil water saturation.…”
Section: Two-phase Flow and Transport In Porous Mediamentioning
confidence: 99%
“…Crater recharge information French (1998, 2000); Hokett and Gillespie (1996) Unclassified published data descriptive of detonation histories and releases of radiological effluents Schoengold et al (1996) Various monographs and technical reports describing the underlying basis for hydrothermal fluid flow and mass transport phenomena in porous and fractured rock and the numerical simulations of these processes using the NUFT code Bird et al (1962); Keenan et al (1969); Bear (1979);van Genuchten (1980); Pollock (1986); Gerke and van Genuchten (1993); Holman (1990); Manteufel et al (1993);Zimmerman et al (1993); Nitao and Bear (1996); Ho (1997); Liu et al (1998); Nitao (1998Nitao ( , 2000; Neuman and Wierenga (2003); SNL (2007); Troldborg et al (2007); Sun et al (2008) Open literature…”
Section: Japan Nuclear Cycle Development Institute and Othersmentioning
confidence: 99%