Technical Papers
Dec 18, 2013

Storm Water Pollution Source Identification in Washington, DC, Using Bayesian Chemical Mass Balance Modeling

Publication: Journal of Environmental Engineering
Volume 140, Issue 3

Abstract

A Bayesian chemical mass balance (CMB) model was used to identify the sources of heavy metals in a highly urbanized area at the vicinity of the Anacostia River in Washington, DC. This method uses the elemental profiles of potential sources and the storm water runoff samples at two outfalls into the Anacostia River to infer the contribution of each source by providing the joint probability densities of the contribution of each source and the credible intervals of the inference. For this purpose, the potential sources of heavy metals in the urban catchment were identified and multiple samples of each were collected and analyzed by using an inductively coupled plasma mass spectrometry technique to determine their elemental profiles. Next, a Bayesian CMB method was employed to infer the contribution of various sources to the storm water runoff. The results of the analysis revealed that paved surfaces that accommodate traffic (i.e., street, bridge, and parking lot) are the major contributors to both dissolved and particulate metals in storm water. It was also found that for both dissolved fraction and total pollutants, the wet deposition source has a small contribution to all elements and that the runoff originating from roofs can be responsible for up to 50% of the Pb in the storm water.

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Acknowledgments

Funding for this study was provided by the District of Columbia Water Resources Research Institute. The authors also would like to thank Mihn Tri Le and Peter Horgan undergraduate students at the Civil Engineering Department at the Catholic University of America who helped in the sample collection.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 140Issue 3March 2014

History

Received: Jun 17, 2013
Accepted: Nov 15, 2013
Published online: Dec 18, 2013
Published in print: Mar 1, 2014
Discussion open until: May 18, 2014

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Authors

Affiliations

Soroosh Sharifi
Lecturer in Water Engineering, School of Civil Engineering, Univ. of Birmingham, Edgbaston, Birmingham B15 2TT, U.K.; formerly, Postdoctoral Scholar, Dept. of Civil Engineering, Catholic Univ. of America, 620 Michigan Ave. NE, Washington, DC 20064.
Mohammad Masoud Haghshenas
Graduate Student, Dept. of Civil Engineering, Catholic Univ. of America, Washington, DC 20064.
Tolessa Deksissa
Research Associate, DC Water Resources Research Institute, Univ. of District of Columbia, 4200 Connecticut Ave. NW, Washington, DC 20008.
Peter Green
Associate Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, 1 Shields Ave., Davis, CA 95616.
William Hare
Director, DC Water Resources Research Institute, Univ. of District of Columbia, 4200 Connecticut Ave. NW, Washington, DC 20008.
Arash Massoudieh [email protected]
M.ASCE
Assistant Professor, Dept. of Civil Engineering, Catholic Univ. of America, 620 Michigan Ave. NE, Washington, DC 20064 (corresponding author). E-mail: [email protected]

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