2012
DOI: 10.1029/2011wr010675
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Three‐dimensional Bayesian geostatistical aquifer characterization at the Hanford 300 Area using tracer test data

Abstract: 1] Tracer tests performed under natural or forced gradient flow conditions can provide useful information for characterizing subsurface properties, through monitoring, modeling, and interpretation of the tracer plume migration in an aquifer. Nonreactive tracer experiments were conducted at the Hanford 300 Area, along with constant-rate injection tests and electromagnetic borehole flowmeter tests. A Bayesian data assimilation technique, the method of anchored distributions (MAD) , was applied to assimilate the … Show more

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Cited by 44 publications
(86 citation statements)
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“…The PDEs are spatially discretized using a finite-volume technique, and the backward Euler scheme is used for implicit time discretization. It has been widely used for simulating subsurface multiphase flow and reactive biogeochemical transport processes (Chen et al, , 2012Hammond and Lichtner, 2010;Hammond et al, 2011;Kumar et al, 2016;Lichtner and Hammond, 2012;Liu et al, 2016;Pau et al, 2014).…”
mentioning
confidence: 99%
“…The PDEs are spatially discretized using a finite-volume technique, and the backward Euler scheme is used for implicit time discretization. It has been widely used for simulating subsurface multiphase flow and reactive biogeochemical transport processes (Chen et al, , 2012Hammond and Lichtner, 2010;Hammond et al, 2011;Kumar et al, 2016;Lichtner and Hammond, 2012;Liu et al, 2016;Pau et al, 2014).…”
mentioning
confidence: 99%
“…MAD has been shown by Rubin et al (2010), Murakami et al (2011), andChen et al (2012) to be a flexible stochastic inverse modeling technique that addresses the first three challenges posed by Carrera et al (2005). Specifically, MAD can account for geology (Challenge #1) via the representation of geological features through SRFs modeled using structural parameters; handles multiple relevant data types (Challenge #2) through use of direct measurements and measurements that are indirectly related to the variable modeled; and accommodates uncertainty (Challenge #3) by explicitly incorporating observation uncertainties and quantifying uncertainty of geostatistical structural parameters and a new concept called "anchors".…”
Section: Overviewmentioning
confidence: 83%
“…The approach yields complete posterior probability distributions of the soil parameters. MAD has previously been applied to pumping as well as tracer test data obtained from field and synthetic studies for successful geostatistical and local parameter quantification [ Murakami et al ., ; Chen et al ., ; Over et al ., ].…”
Section: Introductionmentioning
confidence: 99%