Technical Papers
Nov 16, 2018

Critical Condition Modeling and Analysis in TMDL Development and Implementation

Publication: Journal of Hydrologic Engineering
Volume 24, Issue 2

Abstract

The USEPA’s Total Maximum Daily Load (TMDL) program under the Clean Water Act requires taking into account the critical conditions for stream flow, loading, and water quality parameters to develop TMDLs. However, properly defining a waterway’s critical conditions is one of the key challenges in developing a TMDL. Consequently, many current TMDLs address this aspect only in a cursory manner. This paper presents a review of critical condition modeling and analysis approaches and illustrates the strengths and weaknesses of available methodologies to define critical conditions with a view to provide guidance for TMDL development and implementation. Four major approaches for critical condition modeling and analysis are typically employed in TMDL studies: low-flow analysis using steady-state models, continuous simulation using dynamic models, statistically based load-duration curves, and the event-based critical flow-storm approach. By understanding better how to define critical conditions, water quality professionals can develop more-meaningful and improved estimates of TMDLs and formulate appropriate strategies to control pollution from point and nonpoint sources at a watershed level.

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Acknowledgments

The TMDL Analysis and Modeling Task Committee of the American Society of Civil Engineers’ Environmental and Water Resources Institute was formed to address concerns and challenges of the current practice of TMDL analysis and modeling in terms of analysis technique and model selection, data requirement, calibration, validation, and uncertainty reporting. The committee documented its work in a report, “Total Maximum Daily Load Analysis and Modeling: Assessment of the Practice,” published by ASCE in 2017. Authors of this paper are members of the Task Committee and the paper is partly based on the findings of the Task Committee.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 24Issue 2February 2019

History

Received: Aug 28, 2017
Accepted: Jul 17, 2018
Published online: Nov 16, 2018
Published in print: Feb 1, 2019
Discussion open until: Apr 16, 2019

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Authors

Affiliations

Harry X. Zhang, Ph.D., M.ASCE [email protected]
P.E.
Program Director, The Water Research Foundation, 1199 N Fairfax St., Suite 900, Alexandria, VA 22314 (corresponding author). Email: [email protected]
G. Padmanabhan, Ph.D., F.ASCE [email protected]
P.E.
Professor Emeritus, Dept. of Civil and Environmental Engineering, North Dakota State Univ., Fargo, ND 58108. Email: [email protected]

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