1989
DOI: 10.1016/0169-7722(89)90003-x
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Monte Carlo analysis and Bayesian decision theory for assessing the effects of waste sites on groundwater, II: Applications

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Cited by 27 publications
(12 citation statements)
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“…Finding optimal distribution functions for model transport parameters or solving the inverse problem for the contaminant transport equation has two major problems Bayes' theorem, we have -P(IAI A)P(A)dA [14] where P(AIIA) is the updated or posterior distribution of the random transport variable A that predicts contaminant concentrations at a pumping well that are very close to actual measured concentrations. Figure 5 represents the steps in the development of transport models for a contaminated aquifer and how distribution functions for model transport variables are adjusted by Bayesian updating to provide better estimates of these variables for a particular contaminated aquifer (53)(54)(55)(56)(74)(75)(76)(77) [15] for noncarcinogens R (D) = 0, for D< Dt [16] where D£ is the threshold dose below which there is no observed adverse effect. In actuality, zero exposure doses cannot be achieved, and risk assessment is concerned with the determination of safe exposure doses or the distribution of safe exposure doses that are greater than zero but produce a negligible increase in cancer incidence over background.…”
Section: Contaminant Transport Modelsmentioning
confidence: 99%
“…Finding optimal distribution functions for model transport parameters or solving the inverse problem for the contaminant transport equation has two major problems Bayes' theorem, we have -P(IAI A)P(A)dA [14] where P(AIIA) is the updated or posterior distribution of the random transport variable A that predicts contaminant concentrations at a pumping well that are very close to actual measured concentrations. Figure 5 represents the steps in the development of transport models for a contaminated aquifer and how distribution functions for model transport variables are adjusted by Bayesian updating to provide better estimates of these variables for a particular contaminated aquifer (53)(54)(55)(56)(74)(75)(76)(77) [15] for noncarcinogens R (D) = 0, for D< Dt [16] where D£ is the threshold dose below which there is no observed adverse effect. In actuality, zero exposure doses cannot be achieved, and risk assessment is concerned with the determination of safe exposure doses or the distribution of safe exposure doses that are greater than zero but produce a negligible increase in cancer incidence over background.…”
Section: Contaminant Transport Modelsmentioning
confidence: 99%
“…Incorporating spatial variability into Bayesian decision analysis is important for handling data worth problems in many realistic contamination situations. Marin et al [1989] and Medina et al [1989] outlined a Bayesian risk methodology for sampling cont•tmination in spatially heterogeneous aquifers for permitting of waste disposal sites. However, the worth of a measurement was quantified by the degree that it increased the precision of an estimate of contaminant concentration rather than in monetary terms.…”
Section: Previous Workmentioning
confidence: 99%
“…This model has been modified to run successive Monte Carlo simulations to account for subsurface heterogeneity (12,14,15 (18), but with the second moment method, other types of distributions can be easily accommodated.…”
Section: Model Simulationsmentioning
confidence: 99%
“…The initial distribution function for the hydraulic conductivity was determined from hydrodynamic data from the contaminated aquifer. This initial distribution function was altered (optimized) using Bayesian updating to obtain a distribution function that best approximated transport behavior for this particular aquifer (12,14,15,19). With this updated distribution function, 100 realizations of the hydraulic conductivity field were generated using a Sequential Gaussian Simulation (SGSIM) routine from the Geostatistical Software Library (20).…”
Section: Model Simulationsmentioning
confidence: 99%