TECHNICAL PAPERS
May 14, 2004

Simplified Databased Total Maximum Daily Loads, or the World is Log-Normal

Publication: Journal of Environmental Engineering
Volume 130, Issue 6

Abstract

The total maximum daily load (TMDL) approaches that have relied mostly on deterministic modeling have inherent problems with considerations of a margin of safety and estimating probabilities of excursions of water quality standards expressed in terms of magnitude, duration, and frequency. A tiered probabilistic TMDL approach is proposed in this paper. A simple databased Tier I TMDL that uses statistical principles has been proposed for watersheds that have adequate water quality databases enabling statistical evaluations. Studies have shown that for many pollutants, event mean concentrations in runoff, wastewater loads, and concentrations in the receiving waters follow the log-normal probability distribution. Other probability distributions are also applicable. Tier II Monte Carlo simulation, using a simpler deterministic or black box water quality model as a transfer function, can then be used to generate time series of data, which fills the data gaps and allows estimation of probabilities of excursions of chronic standards that are averaged over periods of 4 or 30 days. Statistical approaches, including Monte Carlo, allow replacement of an arbitrary margin of safety by a quantitative estimation of uncertainty and enable linking the model results to the standards defined in terms of magnitude, frequency, and duration.

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References

Ambrose, R. B., Connolly, J. P., Southerland, E., Barnwell, T. O., and Schnoor, J. L.(1988). “Waste allocation simulation models.” J. Water Pollut. Control. Fed., 60(9), 1646–1655.
Box, G. E. P., and Jenkins, G. M. (1976). Time series analysis, forecasting and control, Holden-Day, Oakland, Calif.
Brown, L. C. (2001). “Modeling uncertainty—QUAL2E-UNCAS. A case study in onsite program.” TMDL Science Issue Conf., St. Louis, Water Environment Federation.
Brown, L. C., and Barnwell, T. O., Jr. (1987). “The enhanced stream water quality models QUAL2E and QUAL2E-UNCAS.” Documentation and User Manual, Report EPA/600/3-87/007, U.S. Environmental Protection Agency, Athens, Ga.
Butts, T. A., Evans, R. L., and Lin, S. (1975). “Water quality features of the Upper Illinois Waterway.” Rep. of Investigation 79, Illinois State Water Survey, Champaign, Ill.
Committee (2001). Addressing the TMDL approach to water quality management, Committee to Assess the Scientific Basis of the TMDL Approach to Water Pollution Reduction, National Academy Press, Washington, D.C.
Delos, C. (1990). Metals criteria excursions in unspoiled watersheds, Unpublished draft, Criteria and Standards Division, U.S. Environmental Protection Agency, Washington, D.C.
DiToro, D. M. (2000). Sediment flux modeling, Wiley-Interscience, New York.
Marr, J. K., and Canale, R. P.(1988). “Load allocation for toxics using Monte Carlo techniques.” J. Water Pollut. Control. Fed. , 60(5), 659–666.
McCuen, R. H. (1998). Hydrologic analysis and design, 2nd Ed., Prentice-Hall, Upper Saddle River, N.J.
Novotny, V.(1977). “Design approach for effluent variability removal in wastewater treatment system.” Prog. Water Technol., 3, 411–426.
Novotny, V.(1999). “Integrating diffuse/nonpoint pollution control and water body restoration into watershed management.” J. Am. Water Resour. Assoc., 35(4), 717–727.
Novotny, V. (2003). WATER QUALITY: Diffuse pollution and watershed management, Wiley, Hoboken, N.J.
Novotny, V., Englande, A. J., Jr., and Mojgani, P.(1976). “Effluent variability estimation from complete mix-activated sludge treatment systems.” Water Res.,10(8), 699–709.
Novotny, V., Feizhou, L., and Wawrzyn, W. G.(1994). “Monte Carlo modeling of the water and sediment contamination by toxic metals at the North Avenue Dam, Milwaukee, WI.” Water Sci. Technol., 30(2), 109–119.
Novotny, V., Wawrzyn, W. G., Bachhuber, J., Grant, S., Windstrup, K., and Schonter, R.(1993). “Sources and delivery of sediments contaminated by toxic metals to the North Avenue Dam, Milwaukee, WI.” Water Sci. Technol., 28(8–9), 103–116.
Soil Conservation Service. (1975). “Hydrology.” Supplement A to Sec. 4, National engineering handbook, USDA—SCS, Washington, D.C.
Soil Conservation Service. (1986). “Urban hydrology for small watersheds.” Technical Release No. 55, Washington, D.C.
Thomann, R. V.(1967). “Time series analyses of water-quality data.” J. Sanit. Eng. Div., Am. Soc. Civ. Eng., 93(1), 1–23.
Thomann, R. V., and Mueller, J. A. (1987). Principles of surface water quality modeling and control, Harper & Row, New York.
U.S. Environmental Protection Agency. (1983). Results of the nationwide urban runoff program, Water Planning Division, Washington, D.C.
U.S. Environmental Protection Agency. (1986a). Technical guidance manual for performing wasteload allocation, Book VI—Design conditions, Chapter I—Stream design flows for steady-state modeling, Washington, D.C.
U.S. Environmental Protection Agency. (1986b). “Quality criteria for water, 1986.” EPA-440/5-86-001, Office of Water, Washington, D.C.
U.S. Environmental Protection Agency. (U.S. EPA). (1991a). “Technical support document for water quality-based toxics control.” EPA 505/2-90-001, Office of Water, Washington, D.C.
U.S. Environmental Protection Agency. (U.S. EPA). (1991b). Guidance for water quality-based decisions: The TMDL process, Assessment and Watershed Protection Division, Washington, D.C.
U.S. Environmental Protection Agency. (1994). “Water quality standards handbook, 2nd ed.” EPA-823-b-94-005A, Office of Water, Washington, D.C.
U.S. Environmental Protection Agency. (1999). “Proposed revisions to the Water Quality Planning and Management Regulations.” Proposed Rule—40 CFR Part 130, Federal Register, 64(162), 46011–46055.
U.S. Environmental Protection Agency. (2002). “The twenty needs report: How research can improve the TMDL program.” EPA941-B-02-002, Office of Wetlands, Oceans and Watersheds, Washington, D.C.
Windstup, K., and Novotny, V. (1993). Sediment—water interactions of toxic metals: Milwaukee River at North Avenue Dam, Marquette University College of Engineering Research Foundation, Milwaukee.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 130Issue 6June 2004
Pages: 674 - 683

History

Received: Dec 27, 2002
Accepted: Apr 9, 2003
Published online: May 14, 2004
Published in print: Jun 2004

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Authors

Affiliations

Vladimir Novotny, P.E.
Camp, Dresser, and McKee Chair Professor, Dept. of Civil and Environmental Engineering, Northeastern Univ., Boston, MA 02116.

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