Technical Papers
Oct 5, 2018

Reliability-Based Water Quality Assessment with Load Resistance Factor Design: Application to TMDL

Publication: Journal of Hydrologic Engineering
Volume 23, Issue 12

Abstract

Effective load reduction strategies rely on an accurate Total Maximum Daily Load (TMDL) calculation, which assesses pollutant loading from various sources. Quantification of uncertainty is a critical part of the TMDL process. To account for uncertainty, this paper adapts the load resistance factor design (LRFD), a reliability-based framework, to water quality assessment and the TMDL process. The LRFD replaces the traditional lumped margin of safety (MOS) with design factors that reflect the magnitude and distribution of uncertainty among the various contaminant loads. In addition, it produces load reduction estimates to meet management objectives with a contaminant-specific frequency-based target. The LRFD is computationally efficient and flexible in that, to compute the design factors, the procedure can use measurement data, analytical solutions or model simulation results, as well as full or marginal probability distributions. The applicability of the proposed approach is demonstrated with two case studies.

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Acknowledgments

The authors gratefully acknowledge the National Science Foundation for supporting this research (CBET-1351361 award). The authors thank Dr. A. Safwat for assistance with ArcGIS processing. Algorithms and data used in this paper are publicly available on HydroShare at http://www.hydroshare.org/resource/0fd4e32862fa4097a0d8211b40d5bfef. The USEPA, through its Office of Research and Development, partially funded and collaborated in the research described herein. Any opinions expressed in this paper are those of the authors and do not reflect the views of the Agency, and therefore no official endorsement should be inferred. Any mention of trade names or commercial products does not constitute endorsement or recommendation for use by the USEPA.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 23Issue 12December 2018

History

Received: Sep 30, 2017
Accepted: Jul 10, 2018
Published online: Oct 5, 2018
Published in print: Dec 1, 2018
Discussion open until: Mar 5, 2019

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Authors

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M. Sadegh Riasi, S.M.ASCE
Graduate Student, Dept. of Chemical and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221.
Allen Teklitz
Graduate Student, Dept. of Chemical and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221.
William Shuster
Research Hydrologist, Office of Research and Development, National Risk Management Laboratory, Water Systems Division, US Environmental Protection Agency, Cincinnati, OH 45268.
Christopher Nietch
Research Ecologist, Office of Research and Development, National Risk Management Laboratory, Water Systems Division, US Environmental Protection Agency, Cincinnati, OH 45268.
Associate Professor, Dept. of Chemical and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221 (corresponding author). ORCID: https://orcid.org/0000-0002-7521-1545. Email: [email protected]

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