TECHNICAL PAPERS
May 14, 2004

Importance of Field Data in Stream Water Quality Modeling Using QUAL2E-UNCAS

Publication: Journal of Environmental Engineering
Volume 130, Issue 6

Abstract

The Stream Water Quality Model QUAL2E-UNCAS is widely used to simulate the dissolved oxygen of streams under steady flow conditions. It is the latest version of a series of water quality models that have a long history in systems analysis in water quality management, and has been applied to a number of streams and rivers around the world. This paper summarizes the conceptual representation of the computer model, briefly reviews a number of applications of the model that have been published in open literature, describes the included uncertainty analysis capability, and discusses the importance of field data in model predictions. Experience with the QUAL2E model has proven the importance of site-specific data to model predictions. An accurate representation of the properties of the system significantly contributes to simulation success.

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References

Bonazountas, M., Kallidromitou, D., and Mamais, D. (1986). “Regional optimization of effluent discharges: Pinious River Basin, Greece.” (in Greek), Tech. Rep. 8687/YP-2, National Technical Univ. of Athens, Athens, Greece.
Brown, L. C., and Barnwell, T. O. (1985). “Computer program documentation for the enhanced Stream Water Quality Model QUAL2E,” Rep. No. EPA-600/3-85/065, Environmental Research Laboratory, U.S. EPA, Athens, Ga.
Brown, L. C. (1987). “Uncertainty analysis in water quality modeling using QUAL2E.” Systems analysis in water quality management, Pergamon, Oxford.
Brown L. C., and Barnwell, T. O. (1987). “Computer program documentation for the enhanced Stream Water Quality Model QUAL2E and QUAL2E-UNCAS.” Rep. No. EPA-600/3-87/007, Environmental Research Laboratory, U.S. EPA, Athens, Ga.
Chaudhury, R. R., Sobrinho, J. A. H., Wright, R. M., and Sreenivas, M.(1998). “Dissolved oxygen modeling of the blackstone river (Northwestern United States).” Water Res., 32(8), 2400–2412.
Crabtree, R. W., Cluckie, I. D., Forster, C. F., and Crockett, C. P.(1986). “Comparison of two river quality models.” Water Res., 20(1), 53–61.
Cubillo, F. (1986). “River quality models as a planning tool in the communidad de Madrid.” Proc., Int. Conf. on Computer Aided Design (CAD) in Hydraulic and Water Resource Engineering, (HYDROCAD) Budapest, Hungary.
Cubillo, F., Rodriguez, B., and Barnwell, T. O.(1992). “System for control of river water quality for the community of Madrid using QUAL2E.” J. Water Sci. Technol., 26(7–8), 1867–1973.
de Azevedo, L. G. T., Gates, T. K., Fontane, D. G., Labadie, J. W., and Porto, R. L.(2000). “Integration of water and quality in strategic river basin planning.” J. Water Resour. Plan. Manage., 126(2), 85–97.
Drolc, A., and Končan, J. Z.(1996). “Water quality modeling of the River Sava, Slovenia.” Water Res., 30(11), 2587–2592.
Drolc, A., and Končan, J. Z.(1999). “Calibration of QUAL2E model for the Sava River (Slovenia).” Water Sci. Technol., 40(10), 111–118.
Duke, J. H. (1973). “Provision for a steady-state version of the stream model QUAL.” Water Resources Engineers, Inc., Austin, Tex.
Ghosh, N. C., and McBean, E. A.(1998). “Water quality modeling of the Kali River, India.” Water Air Soil Pollut., 102(1–2), 91–103.
Gromiec, M. J., Russo, R. C., Barnwell, T. O., Bielasik-Rosińska, M. D., and Bielobradek, P. (1994). “Innovative microcomputer application of water quality models.” Dept. of Water Management, Institute of Metrology and Water Management, Podlesna 61, Warsaw 01-673, Poland.
Johnson, C. R., and Mercer, G. (1994). “Modeling the water quality processes of the Chicago waterway.” Proc., National Symp. on Water Quality, American Water Resources Association, Chicago. p. 315.
Kao, J. J., and Bau, S. F.(1996). “Risk analysis for flow duration curve based seasonal discharge management programs.” Water Res., 30(6), 1369–1376.
Knepp, A., and Wood G. (1993). “Project success—Sensitivity to project assumptions.” Proc., Stormwater and Water Quality Model Users Group Meeting Rep. No. EPA-600/9-83-015, Environmental Research Laboratory, U.S. EPA, Athens, Ga.
Lahlou, M., et al. (1996). “Better assessment science integrating point and nonpoint sources—BASINS Version 1.” Rep. No. EPA-823-R-96-001, Office of Science and Technology, Office of Water, U.S. EPA, Washington D.C.
Little, K. W., and Williams, R. E.(1992). “Least-squares calibration of QUAL2E.” Water Environ. Res., 64(2), 179–185.
Maier, H. P., Lence, B. J., Tolson, B. A., and Foschi, R. O.(2001). “First-order reliability method for estimating reliability, vulnerability, and resilience.” Water Resour. Res., 37(2), 779–790.
McCutcheon, S. C. (1983). “Evaluation of selected one-dimensional water quality models with field data.” Tech Rep. E-83-11, U.S. Army Waterways Experiment Station, Vicksburg, Miss.
Melching, C. S., and Yoon, C. G.(1996). “Key sources of uncertainty in QUAL2E model of Passaic River.” J. Water Resour. Plan. Manage., 122(2), 105–113.
Mills, W. B., Bowie, G. C., Grieb, T. M., Johnson, K. M., and Whittemore, R. C. (1986). Handbook—Stream sampling for waste load allocation applications, EPA/625/6-86/013, Office of Research and Development, U.S. EPA, Washington D.C.
National Council of the Paper Industry for Air and Stream Improvement (NCASI). (1982a). “Study of the selection, calibration, and verification of mathematical water quality model.” Tech Bull. No. 367, National Council of the Paper Industry for Air and Stream Improvement, New York.
National Council of the Paper Industry for Air and Stream Improvement (NCASI) (1982b). “Review of the mathematical water quality model QUAL-II and guidance for its use.” Tech Bull. No. 391, National Council of the Paper Industry for Air and Stream Improvement, New York.
National Council of the Paper Industry for Air and Stream Improvement (NCASI). (1985). “Modifications to the QUAL-2 water quality model and user manual for QUAL2E version 2.2.” Tech Bull. No. 457, National Council of the Paper Industry for Air and Stream Improvement, New York.
Paschal, J. E., Jr. and Mueller, D. K. (1991). “Simulation of water quality and the effects of wastewater effluent in the South Platte River from Chatfield Reservoir through Denver, CO.” Water Resources Investigations Rep. No. 91-4016. U.S. Geological Survey, Denver.
Reckhow, K. H.(1994). “Water-quality simulation modeling and uncertainty analysis for risk assessment and decision making.” Ecol. Modell., 72(1–2), 1–20.
Roesner, L. A., Gigure, P. A., and Evenson, D. E. (1981). “Computer program documentation for the stream water quality model QUAL-II.” Rep. No. EPA/600/9-81-014, Environmental Research Laboratory, U.S. EPA, Athens, Ga.
Somlyódy, L., Masliev, I., Petrovic, P., and Kularathna, M. (1994). “Water quality management in the Nitra River Basin,” Collaborative Paper 94-2. International Institute for Applied Systems Analysis, Laxenburg, Austria.
Summers, K. J., Kazyak, P. F., and Weisberg, S. B.(1991). “Water quality model for a river receiving paper mill effluents and conventional sewage.” Ecol. Modell., 58, 25–54.
Texas Water Development Board. (1970). “Simulation of water quality in streams and canals, program documentation, and users manual.” Texas Water Development Board, Austin, Tex.
Tischler, L. F., Bradley, R. M., Park, S. J., and Rhee, D. G.(1984). “Water quality modeling of the lower Han River, Korea.” Water Sci. Technol., 17, 979–990.
Ulutam, S. S.(1993). “Calibration of MODQUAL for Karasu River.” Water Res., 27(5), 943–948.
United States Geological Survey (USGS). (1991). “Calibration, verification, and use of a steady-state stream water-quality model for monument and fountain creeks, East-Central Colorado.” Rep. No. 91-4055, Water Resources Investigations, Denver.
van Orden, G. N., and Uchrin, C. G.(1993). “Study of dissolved oxygen dynamics in the Whippany River, New Jersey using the QUAL2E model.” Ecol. Modell., 70, 1–17.
Vescovi, L., Mailhot, A., Rousseau, A. N., and Villeneuve, J. P.(1999). “Hydrobiochemical modeling of the Saint Charles watershed. 2: Water quality.” Water Qual. Res. J. Canada, 34(2), 335–360.
Williams, R. J., White, C., Harrow, M. L., and Neal, C.(2000). “Temporal and small-scale variations of dissolved oxygen in the Rivers Thames, Pang, and Kennet, UK.” Sci. Total Environ., 251, 497–510.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 130Issue 6June 2004
Pages: 643 - 647

History

Received: Jan 6, 2003
Accepted: Jun 30, 2003
Published online: May 14, 2004
Published in print: Jun 2004

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Authors

Affiliations

Thomas O. Barnwell, Jr.
Senior Science Advisor, National Center for Environmental Research, U.S. Environmental Protection Agency (8723R), Washington D.C. 20460.
Linfield C. Brown
Professor, Dept. of Civil Engineering, Tufts Univ., Medford, MA 02155.
Raymond C. Whittemore
12 Tern Way, Merrimack, NH 03054.

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