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Special Collection Announcements
Aug 19, 2019

Total Maximum Daily Load Analysis and Modeling: Assessment and Advancement

Publication: Journal of Hydrologic Engineering
Volume 24, Issue 11
The special collection on Total Maximum Daily Load Analysis and Modeling: Assessment and Advancement is available in the ASCE Library (https://ascelibrary.org/jhyeff/maximum_load_analysis_modeling).
In a regulatory context, total maximum daily load (TMDL) is used in the United States to describe a document or plan of action to manage both point and nonpoint source (PS and NPS) pollution of water bodies. In this sense, a TMDL is a set of actions to restore clean water by examining water quality problems, identifying sources of pollutants, and specifying actions that create solutions. It is a written, quantitative plan and analysis for attaining and maintaining water quality standards in all seasons for a specific water body and pollutant. TMDLs are intended to be part of a comprehensive watershed strategy to restore ambient water quality to meet its designated use (DU) and should involve collaboration with a wide variety of stakeholders.
The US Congress enacted the Water Pollution Control Act in 1948 to “enhance the quality and value of our water resources and to establish a national policy for the prevention, control, and abatement of water pollution.” This act was amended in 1972 and became commonly known as the Clean Water Act (CWA) [33 U.S.C. §1251 et seq.]. The CWA is the primary legislative driver that requires the responsible parties—states, territories, and tribes—to develop plans and remediate or maintain the nation’s water bodies. There have been several amendments to the CWA since its passage, for example, in 1987 the CWA was amended to establish stormwater permitting and nonpoint source pollution control. To translate the broad goals of the CWA into water-body-specific objectives, water quality standards (WQSs) are developed by states, territories, and tribes. WQSs involve three major components: DUs, water quality criteria (WQC), and antidegradation policies. The DUs of a water body are those uses that the water body should be able to satisfy at all times. WQC are numeric and narrative descriptions of the conditions of a water body necessary to support the DUs. Antidegradation policies establish a set of rules that should be followed when addressing proposed activities that could improve the quality of surface waters. Although WQSs are not directly enforceable, state regulatory agencies are required to place water bodies on the state’s CWA Sec. 303(d) list if the WQSs are not met and develop TMDL(s) for each pollutant exceeding WQCs.
Quantitatively, the term TMDL is used to refer to the maximum amount of a pollutant a water body can receive and still meet the applicable water quality standards. This maximum allowable pollutant load is defined as
TMDL=LC=WLA+LA+MOS
where LC = load capacity or waste assimilative capacity of the water body; WLA = sum of all waste load allocations from the PSs discharged into an impaired or threatened water body; LA = sum of all load allocations from the NPSs (diffused sources) entering the water body; and MOS = margin of safety. Point sources are well understood as a cause of impairment. Pollutant load from a point source is relatively easy to calculate or estimate; but not from nonpoint sources. Estimation of pollutant loads entering water bodies from nonpoint sources involves the application of hydrologic models with pollutant transport modeling capabilities. Margin of safety (MOS) is a part of TMDL attributed to uncertainties.
The minimum elements in a TMDL required by the USEPA (n.d.) are
1.
Identification of water body, drainage area, pollutant(s) of concern, pollutant sources, and a reasonable load reduction possibility scenario;
2.
Applicable WQSs or numeric water quality target;
3.
Loading capacity;
4.
Load allocations (LAa), waste load allocations (WLAs), and MOS;
5.
Consideration of seasonal variation and critical conditions;
6.
Reasonable assurance for PS and NPS load reductions to be achievable;
7.
Implementation plan;
8.
Monitoring plan to track TMDL effectiveness; and
9.
Public participation.
As is the case with most natural systems, there are no experimental or direct methods to derive TMDL estimates. Developing TMDLs is a complex process in which watershed and receiving water quality modeling is vital. As found in USEPA’s Assessment, Total Maximum Daily Load Tracking and Implementation System (ATTAINS), 76,127 TMDLs have been developed throughout the United States during the period 1975–2017 using various analytical procedures, simple models, watershed models, and receiving water quality models chosen by the individual TMDL developers because there exists no clear guidance regarding analysis procedures or models to be used. There are widespread concerns over the current practices of TMDL analysis and modeling in terms of analysis technique and model selection, determining data requirements and processing, calibration, validation, and uncertainty analysis and reporting.
The TMDL Analysis and Modeling Task Committee of the ASCE Environmental and Water Resources Institute (EWRI) was formed to address the preceding concerns and to develop a manual of practice (MOP) on TMDL analysis and modeling. The task committee conducted extensive reviews on various TMDL analysis and modeling topics and documented its findings in a book, Total Maximum Daily Load Analysis and Modeling: Assessment of the Practice (ASCE-EWRI TMDL Analysis and Modeling Task Committee 2017).
Papers in this special collection are state-of-the-art and state-of-the-practice reviews of various TMDL topics. These peer-reviewed papers are expected to provide a sound basis for the development of the MOP. The collection consists of 15 papers as listed in the following. The first 10 papers, listed in a logical sequence pertaining to the collection theme, are contributed by members of the task committee, and the last five papers are from external contributors on topics of significance to the theme.
1.
“Simple Models and Analytical Procedures for Total Maximum Daily Load Assessment” (Zhang and Quinn 2019);
2.
“Watershed Models for Development and Implementation of Total Maximum Daily Loads” (Borah et al. 2019);
3.
“Understanding the Basis of the Curve Number Method for Watershed Models and TMDLs” (Hawkins et al. 2019);
4.
“Overview of Remote Sensing and GIS Uses in Watershed and TMDL Analyses” (Quinn et al. 2019a);
5.
“Calibration and Validation of Watershed Models and Advances in Uncertainty Analysis in TMDL Studies” (Ahmadisharaf et al. 2019);
6.
“Receiving Water Quality Models for TMDL Development and Implementation” (Camacho et al. 2019);
7.
“Applications of Linked and Nonlinked Complex Models for TMDL Development: Approaches and Challenges” (Mohamoud and Zhang 2019);
8.
“Critical Condition Modeling and Analysis in TMDL Development and Implementation” (Zhang and Padmanabhan 2019);
9.
“Modeling for TMDL Implementation” (Frost et al. 2019);
10.
“Tool for Searching USEPA’s TMDL Reports Repository to Analyze TMDL Modeling State of the Practice” (Quinn et al. 2019b);
11.
“Comparison of Two Alternative Methods for Developing TMDLs to Address Sediment Impairments” (Wallace et al. 2018);
12.
“Generalized Likelihood Uncertainty Estimation and Markov Chain Monte Carlo Simulation to Prioritize TMDL Pollutant Allocations” (Mishra et al. 2018);
13.
“Two-Phase Monte Carlo Simulation for Partitioning the Effects of Epistemic and Aleatory Uncertainty in TMDL Modeling” (Mishra et al. 2019);
14.
“Reliability-Based Water Quality Assessment with Load Resistance Factor Design: Application to TMDL” (Riasi et al. 2018); and
15.
“Comparing Watershed Scale P Losses from Manure Spreading in Temperate Climates across Mechanistic Soil P Models” (Menzies Pluer et al. 2019).
The guest editors recognize this collection is only a small subset of the topics in the field of TMDL analysis and modeling, assessment, and advancement. Nevertheless, the limited number of papers in this collection presents a review of the current state of the practice and state of the art in TMDL analysis and modeling. The guest editors wish to thank all the authors and reviewers of this special collection of papers for their contributions. It is quite clear from the papers that more guidance and research is needed for TMDL analysis and modeling, particularly in the areas of uncertainty analysis, model integration for complex systems, watershed or receiving water body model selection, and integrating GIS and remote sensing within the TMDL analysis and modeling frameworks.

References

Ahmadisharaf, E., R. A. Camacho, H. X. Zhang, M. M. Hantush, and Y. M. Mohamoud. 2019. “Calibration and validation of watershed models and advances in uncertainty analysis in TMDL studies.” J. Hydrol. Eng. 24 (7): 03119001. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001794.
ASCE-EWRI TMDL Analysis and Modeling Task Committee. 2017. Total maximum daily load analysis and modeling: Assessment of the practice. Reston, VA: ASCE.
Borah, D. K., E. Ahmadisharaf, G. Padmanabhan, S. Imen, and Y. M. Mohamoud. 2019. “Watershed models for development and implementation of total maximum daily loads.” J. Hydrol. Eng. 24 (1): 03118001. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001724.
Camacho, R. A., Z. Zhang, and X. Chao. 2019. “Receiving water quality models for TMDL development and implementation.” J. Hydrol. Eng. 24 (2): 04018063. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001723.
Frost, W., R. C. Lott, R. LaPlante, and F. Rose. 2019. “Modeling for TMDL implementation.” J. Hydrol. Eng. 24 (6): 05019010. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001786.
Hawkins, R. H., F. D. Theurer, and M. Rezaeianzadeh. 2019. “Understanding the basis of the curve number method for watershed models and TMDLs.” J. Hydrol. Eng. 24 (7): 06019003. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001755.
Menzies Pluer, E. G., J. O. Knighton, J. A. Archibald, and M. T. Walter. 2019. “Comparing watershed scale P losses from manure spreading in temperate climates across mechanistic soil P models.” J. Hydrol. Eng. 24 (5): 04019009. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001774.
Mishra, A., E. Ahmadisharaf, B. L. Benham, D. L. Gallagher, K. H. Reckhow, and E. P. Smith. 2019. “Two-phase Monte Carlo simulation for partitioning the effects of epistemic and aleatory uncertainty in TMDL modeling.” J. Hydrol. Eng. 24 (1): 04018058. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001731.
Mishra, A., E. Ahmadisharaf, B. L. Benham, M. L. Wolfe, S. C. Leman, D. L. Gallagher, K. H. Reckhow, and E. P. Smith. 2018. “Generalized likelihood uncertainty estimation and Markov chain Monte Carlo simulation to prioritize TMDL pollutant allocations.” J. Hydrol. Eng. 23 (12): 05018025. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001720.
Mohamoud, Y., and H. Zhang. 2019. “Applications of linked and nonlinked complex models for TMDL development: Approaches and challenges.” J. Hydrol. Eng. 24 (1): 04018055. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001721.
Quinn, N. W. T., S. Kumar, and S. Imen. 2019a. “Overview of remote sensing and GIS uses in watershed and TMDL analyses.” J. Hydrol. Eng. 24 (4): 02519002. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001742.
Quinn, N. W. T., S. Kumar, R. LaPlante, and F. Cubas. 2019b. “Tool for searching USEPA’s TMDL reports repository to analyze TMDL modeling state of the practice.” J. Hydrol. Eng. 24 (9): 04019026. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001805.
Riasi, M. S., A. Teklitz, W. Shuster, C. Nietch, and L. Yeghiazarian. 2018. “Reliability-based water quality assessment with load resistance factor design: Application to TMDL.” J. Hydrol. Eng. 23 (12): 04018053. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001722.
USEPA. n.d. “Impaired waters and TMDLs: Overview of total maximum daily loads (TMDLs).” Accessed June 14, 2019. http://www.epa.gov/tmdl/overview-total-maximum-daily-loads-tmdls.
Wallace, C. W., B. L. Benham, E. R. Yagow, and D. L. Gallagher. 2018. “Comparison of two alternative methods for developing TMDLs to address sediment impairments.” J. Hydrol. Eng. 23 (12): 05018023. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001728.
Zhang, H. X., and G. Padmanabhan. 2019. “Critical condition modeling and analysis in TMDL development and implementation.” J. Hydrol. Eng. 24 (2): 04018061. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001729.
Zhang, H. X., and N. W. T. Quinn. 2019. “Simple models and analytical procedures for total maximum daily load assessment.” J. Hydrol. Eng. 24 (2): 02518002. https://doi.org/10.1061/(ASCE)HE.1943-5584.0001736.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 24Issue 11November 2019

History

Received: Jun 15, 2019
Accepted: Jul 3, 2019
Published online: Aug 19, 2019
Published in print: Nov 1, 2019
Discussion open until: Jan 19, 2020

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Deva K. Borah, F.ASCE [email protected]
Senior Engineer, Dept. of Public Works, City of Chesapeake, 306 Cedar Rd., P.O. Box 15225, Chesapeake, VA 23328 (corresponding author). Email: [email protected]
G. Padmanabhan, F.ASCE [email protected]
Professor Emeritus, Dept. of Civil and Environmental Engineering, North Dakota State Univ., Fargo, ND 58108. Email: [email protected]
Saurav Kumar, M.ASCE [email protected]
Assistant Professor, Dept. of Biological and Agricultural Engineering, Texas A&M AgriLife Research, 1380 A&M Circle, El Paso, TX 79927. Email: [email protected]

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