2015
DOI: 10.1007/s10596-015-9499-2
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Reactive transport benchmarks for subsurface environmental simulation

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Cited by 42 publications
(30 citation statements)
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References 17 publications
(22 reference statements)
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“…The mechanical dispersion coefficient (D mech ) scales with soil moisture (θ) according to : D mech ¼ αq θ , where α is dispersivity and q is the Darcy flux. The MIN3P code, including the radial formulation, has been thoroughly tested and benchmarked (Carrayrou et al 2010;Mayer and MacQuarrie 2010;Marty et al 2015;Rasouli et al 2015;Steefel et al 2015).…”
Section: Modeling Approachmentioning
confidence: 99%
“…The mechanical dispersion coefficient (D mech ) scales with soil moisture (θ) according to : D mech ¼ αq θ , where α is dispersivity and q is the Darcy flux. The MIN3P code, including the radial formulation, has been thoroughly tested and benchmarked (Carrayrou et al 2010;Mayer and MacQuarrie 2010;Marty et al 2015;Rasouli et al 2015;Steefel et al 2015).…”
Section: Modeling Approachmentioning
confidence: 99%
“…HP1 has recently been used also to solve a number of benchmark problems that were developed for model developers to demonstrate model conformance with norms established by the subsurface science and engineering community (Steefel et al, 2015). These benchmarks involved (i) multirate surface complexation and 1D dual‐domain multicomponent reactive transport of U(VI) (Greskowiak et al, 2015), (ii) generation of acidity as a result of sulfide oxidation and its subsequent effect on metal mobility above and below the water table (Mayer et al, 2015), and (iii) implementation and evaluation of permeability–porosity and tortuosity–porosity relationships associated with mineral precipitation and dissolution processes (Xie et al, 2015).…”
Section: Selected Hydrus Applicationsmentioning
confidence: 99%
“…Geloni et al (2015) incorporated compaction into their RTM simulations, thereby addressing an important factor that has been missing from most previous RTM studies. Although RTMs have been widely applied to waste disposal and CO 2 injection problems (Pollyea & Fairley 2012;Steefel et al 2015), to date we are unaware of published studies where results from RTM simulations served as a basis for making pre-drill porosity and permeability predictions that were subsequently evaluated by post-drill sample characterization. Challenges associated with using RTMs for reservoir quality prediction studies include providing appropriate boundary conditions for fluid flow through geological time, defining grain-scale reactive surface areas and their evolution with diagenetic alteration, applying the appropriate reaction kinetics (particularly for silicate reactions), incorporating compaction and linking diagenetic alteration to permeability and other rock properties (Bartels et al 2005;Xie et al 2015).…”
Section: Experimental Simulation Of Diagenesismentioning
confidence: 99%