Technical Papers
Sep 2, 2013

Bayesian Framework for Water Quality Model Uncertainty Estimation and Risk Management

Publication: Journal of Hydrologic Engineering
Volume 19, Issue 9

Abstract

A formal Bayesian methodology is presented for integrated model calibration and risk-based water quality management using Bayesian Monte Carlo simulation and maximum likelihood estimation (BMCML). The primary focus is on lucid integration of model calibration with risk-based water quality management and total maximum daily load (TMDL) estimation under conditions of uncertainty. The sources of uncertainty considered in the analysis are modeling errors, observational data errors and fuzziness of the water quality standard. The difference between observed data or transformation thereof and corresponding model response is assumed to follow first-order Markov process, a specific case of which is statistically independent Gaussian errors. The BMCML method starts with sampling parameter sets from prior probability distributions of the model parameters and uses Bayes theorem and the maximum likelihood technique to estimate the triplicate (variance of residual errors, bias and autocorrelation coefficient of total errors) for each parameter set and the corresponding likelihood value. By approximating integration over the entire parameter space discretely, analytical expressions are derived for the cumulative probability distributions of model outputs and probability of violating water quality standards. The solution of the TMDL problem and related margin of safety (MOS) is then framed in the context of the developed Bayesian framework. Three example applications of varying complexities are utilized to demonstrate the versatility of the Bayesian methodology for water quality management. The BMCML methodology is validated using a hypothetical lake-phosphorus model and familiar statistical benchmarks. It is shown that the risk-based framework can estimate the reliability of an arbitrarily selected MOS as demonstrated in the Fork Creek bacteria and Shunganunga Creek dissolved oxygen TMDL case-studies. It is also shown that neglecting covariation among model parameters (i.e., by sampling parameter values from their posterior marginal distributions) influences the estimation of probability of exceedance and could potentially lead to the overestimation of the MOS at low risk levels.

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Acknowledgments

The U.S. Environmental Protection Agency through its Office of Research and Development partially funded and collaborated in the research described here under contract (EP-C-11-006) with Pegasus Technical Services, Inc. It has not been subject to the Agency review and therefore does not necessarily reflect the views of the Agency, and no official endorsement should be inferred.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 19Issue 9September 2014

History

Received: Aug 23, 2012
Accepted: Aug 30, 2013
Published online: Sep 2, 2013
Published in print: Sep 1, 2014
Discussion open until: Nov 19, 2014

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Authors

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Mohamed M. Hantush, Ph.D., A.M.ASCE [email protected]
Research Hydrologist, Land Remediation and Pollution Control Division, National Risk Management Research Laboratory, ORD, USEPA, 26 West Martin Luther King Dr., Cincinnati, OH 45268 (corresponding author). E-mail: [email protected]
Abhishek Chaudhary
Ph.D. Candidate, Institute for Environmental Engineering, ETH Zürich, HPZ 32.2, John-von-Neumann-Weg 9, 8093 Zürich, Switzerland; formerly, Environmental Engineer, Pegasus Technical Services Inc., 46 E. Hollister St., Cincinnati, OH 45219.

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