2012
DOI: 10.1007/s00477-012-0595-8
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Upscaling of a dual-permeability Monte Carlo simulation model for contaminant transport in fractured networks by genetic algorithm parameter identification

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Cited by 11 publications
(8 citation statements)
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“…Our study is one among several that has successfully applied the dual‐permeability approach for simulating plot‐scale observations of solute transport (e.g., Roulier et al, 2006; Arora et al, 2011; Cadini et al, 2013; Wang et al, 2014). The dual‐permeability approach allowed us to simulate the Br − depth profiles for the three different irrigation experiments, whereas a single‐domain approach did not reproduce the Br − peak observed in deeper soil layers.…”
Section: Discussionmentioning
confidence: 99%
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“…Our study is one among several that has successfully applied the dual‐permeability approach for simulating plot‐scale observations of solute transport (e.g., Roulier et al, 2006; Arora et al, 2011; Cadini et al, 2013; Wang et al, 2014). The dual‐permeability approach allowed us to simulate the Br − depth profiles for the three different irrigation experiments, whereas a single‐domain approach did not reproduce the Br − peak observed in deeper soil layers.…”
Section: Discussionmentioning
confidence: 99%
“…A promising approach for identifying an observation‐based parameterization of preferential flow for catchment simulations is to derive parameters in simulations of detailed plot‐scale observations and to then use these parameters for informing catchment‐scale simulations (e.g., Vogel and Roth, 2003; Beven and Germann, 2013; Cadini et al, 2013). Previous studies have realized such an upscaling of preferential flow simulations from plot to hillslope or catchment scale but have lacked validation of the plot‐ and catchment‐scale simulations against field data (Cadini et al, 2013; Wang et al, 2014). Van Schaik et al (2010) used data from plot‐scale irrigation experiments to parameterize three soil profile models.…”
mentioning
confidence: 99%
“…The idea was to include those structures that could lead to short‐distance subplot nonequilibrium and lateral flow processes into lumped 1D plot‐scale models with effective parameters. Further upscaling to obtain field‐scale information could be performed with these effective plot‐scale models (e.g., Cadini et al, 2012) by using Monte Carlo type simulations (e.g., Arora et al, 2015) assuming an ensemble of parallel and statistically independent plots (e.g., Mallants et al, 1996) that could additionally have different hydraulic and effective parameters across the field (e.g., the distribution of compacted clods, among other properties). An additional benefit of our approach is the possibility of including local‐scale heterogeneities induced by tillage and other similar soil structural features considered in the model subdomain (through MIM model addition).…”
Section: Discussionmentioning
confidence: 99%
“…In numerical simulations, fracture networks with randomly distributed fractures are typically established using the Monte Carlo methods, and consequently, random numbers used for network construction would affect the geometry of networks and subsequently influence the mechanical and hydraulic properties of established numerical models (Rouleau and Gale 1987;Xu et al 2013;Cadini et al 2013;Liu et al 2016c). To diminish the effect of random numbers, a large number of DFN realizations are required to determine the REV (Bear 1972;Oda 1988;Khaleel 1989;Kulatilake and Panda 2000;Brown et al 2000;Esmaieli et al 2010).…”
Section: Permeability and Scalementioning
confidence: 99%