2017
DOI: 10.1016/j.cemconres.2017.06.002
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Influence of multi-species solute transport on modeling of hydrated Portland cement leaching in strong nitrate solutions

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Cited by 17 publications
(5 citation statements)
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“…EPA Method 1315 was used to evaluate a mass transfer rate (U.S. EPA, 2017b). The LeachXS ( Van der Sloot et al, 2008) with ORCHESTRA (Meeussen, 2003) embedded for geochemical speciation and reactive mass transport (hereafter LeachXS/Orchestra, LXO) was used to develop a geochemical reactive transport model that considers geochemical speciation, liquid/solid partitioning, and multi-ionic diffusion (Arnold et al, 2017;ECN, 2019;Meeussen, 2003). Geochemical speciation modeling was used to simulate the equilibrium liquid-solid partitioning (LSP) of constituents obtained from EPA Method 1313 (i.e., pH-dependent LSP model) and the mass transfer release of constituents in EPA Method 1315 (i.e., monolith diffusion-controlled leaching model).…”
Section: Materials and Experimental Methodsmentioning
confidence: 99%
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“…EPA Method 1315 was used to evaluate a mass transfer rate (U.S. EPA, 2017b). The LeachXS ( Van der Sloot et al, 2008) with ORCHESTRA (Meeussen, 2003) embedded for geochemical speciation and reactive mass transport (hereafter LeachXS/Orchestra, LXO) was used to develop a geochemical reactive transport model that considers geochemical speciation, liquid/solid partitioning, and multi-ionic diffusion (Arnold et al, 2017;ECN, 2019;Meeussen, 2003). Geochemical speciation modeling was used to simulate the equilibrium liquid-solid partitioning (LSP) of constituents obtained from EPA Method 1313 (i.e., pH-dependent LSP model) and the mass transfer release of constituents in EPA Method 1315 (i.e., monolith diffusion-controlled leaching model).…”
Section: Materials and Experimental Methodsmentioning
confidence: 99%
“…A conceptual model for simulating cement-rock interfaces is shown in Figure 6.2-3. A multi-ionic diffusion approach (Arnold et al, 2017) was used to model constituent specific diffusivity in both monolith diffusioncontrolled leaching and rock-cement interface models. The approach uses free liquid diffusivity coefficients, Di 0 , for specific constituents are summarized in Matteo et al (2020).…”
Section: Materials and Experimental Methodsmentioning
confidence: 99%
“…According to the sequential non-iterative approach (SNIA) [16,52], we split Equation (1) into two separate equations describing mass transport and chemical reaction in strong ionic solutions, respectively. The rate of chemical reaction R i will be first eliminated from the species transport Equation (1), which will yield physically incorrect ionic concentrations.…”
Section: Decoupled Formulationmentioning
confidence: 99%
“…(Lunn et al, 1996;Van Genuchten 1985;Fujikawa and Fukui 1990;Chamkha 2005;Slodička and Balážová, 2008;Slodička and Balážová, 2010;Natarajan and Kumar 2010;Chen et al, 2012;Simpson and Ellery 2014). Numerical methods basically adopted the finite difference method (Arnold et al, 2017;Natarajan and Kumar 2018). However, the afore-mentioned works used constant transport parameter-a consideration that makes it easier to deal it mathematically.…”
Section: Introductionmentioning
confidence: 99%