2008
DOI: 10.1029/2008gl033585
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Aquifer structure identification using stochastic inversion

Abstract: [1] This study presents a stochastic inverse method for aquifer structure identification using sparse geophysical and hydraulic response data. The method is based on updating structure parameters from a transition probability model to iteratively modify the aquifer structure and parameter zonation. The method is extended to the adaptive parameterization of facies hydraulic parameters by including these parameters as optimization variables. The stochastic nature of the statistical structure parameters leads to … Show more

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Cited by 57 publications
(59 citation statements)
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“…While much effort has been focused on developing inversion strategies for covariance-based spatial-correlation models, little has been applied to the Markov-chain approach (e.g. Harp et al 2008). This paper presents a strategy that implements a Markov-chain spatial-correlation framework into a stochastic inversion.…”
Section: Theoretical Discussion Of Stochastic Representations Of Stramentioning
confidence: 98%
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“…While much effort has been focused on developing inversion strategies for covariance-based spatial-correlation models, little has been applied to the Markov-chain approach (e.g. Harp et al 2008). This paper presents a strategy that implements a Markov-chain spatial-correlation framework into a stochastic inversion.…”
Section: Theoretical Discussion Of Stochastic Representations Of Stramentioning
confidence: 98%
“…The calibration of a conditional Markov-chain model to hydraulic data was proposed by Zhenxue Dai in a personal communication in 2007. This proposal provided the impetus for the research presented in Harp et al (2008), where a synthetic 2-D 2-unit (2 stratigraphic unit) aquifer was analyzed utilizing the concept of a representative realization of a spatial correlation model. Harp et al (2008) inverted structural parameters from 2-unit Markov-chain models in vertical and lateral directions (e.g.…”
Section: Introductionmentioning
confidence: 99%
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“…Hydraulic conductivity distributions in alluvial fans can be assigned according to the various hydrofacies simulated by conditional indicator geostatistical methods (Eggleston and Rojstaczer, 1998;Fogg et al, 1998;Weissmann et al, 2002a, b;Ritzi et al, 2004Ritzi et al, , 2006Proce et al, 2004;Dai et al, 2005;Harp et al, 2008;Hinnell et al, 2010;Maghrebi et al, 2015;Soltanian et al, 2015;Zhu et al, 2016a). However, the geostatistical methods require the stationary assumption; i.e., the distribution of the volumetric proportions and correlation lengths of hydrofacies converge to their mean values in the simulation do-main.…”
Section: Introductionmentioning
confidence: 99%
“…However, prior model comes with its associated uncertainty. A general approach to incorporate the uncertainties in all prior knowledge (as well as data and model errors) is the probabilistic approach [Kaipio and Somersalo, 2007;Tarantola, 2005a;Kitanidis, 2012;Harp et al, 2008;Ye and Khaleel, 2008;Dai et al, 2010].…”
Section: Introductionmentioning
confidence: 99%