TECHNICAL PAPERS
Dec 1, 1983

Calibration of NPS Model Loading Factors

Publication: Journal of Environmental Engineering
Volume 109, Issue 6

Abstract

NPS continuous simulation model was calibrated to 11 single‐land use watersheds in Chesapeake Bay drainage area to derive nonpoint pollution loading factors (total N and total P) for rural, agricultural, and urban land use categories. Flow, rainfall, and nonpoint pollution monitoring records for each test watershed cover approximately 1–1.5 years. Parameter adjustments for calibration of both the hydrologic and nonpoint pollution submodels relied upon NPS model executions with continuous 15‐minute rainfall record covering the entire monitoring period. Parametric and nonparametric statistics were used to assess goodness‐of‐fit for nonpoint pollution loading calibration. In light of the higher power than normal statistics for datasets characterized by small sample sizes and skewed distributions, nonparametric statistics are recommended for goodness‐of‐fit assessments for nonpoint pollution loading models. Calibrated NPS loading factors for total N and total P are presented for the following land uses: (1) Forestland; (2) pastureland; (3) high and low tillage cropland; (4) single family residential; and (5) commercial. Simulated annual unit area loads for each land use are compared for years of normal and above‐average rainfall.

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References

1.
Cavacas, A., et al., “Hydrologic Modeling for Studies of Pollutant Loadings and Transport in Large River Basins,” Proceedings of Stormwater and Water Quality Model Users Group Meeting: March 25–26, 1982, U.S. Environmental Protection Agency, Environmental Research Laboratory, Athens, Ga., 1982.
2.
Crawford, N. H., and Linsley, R. K., “Digital Simulation in Hydrology: Stanford Watershed Model IV,” Dept. of Civil Engineering Technical Report 39, Stanford University, Stanford, Calif., 1966.
3.
Donigian, A. S., and Crawford, N. H., “Modeling Nonpoint Pollution from the Land Surface,” EPA‐600/3‐76‐083, U.S. Environmental Protection Agency, Environmental Research Laboratory, Athens, Ga., July, 1976.
4.
Hartigan, J. P., et al., “Calibration of Urban Nonpoint Pollution Loading Models,” Proceedings of ASCE Hydraulics Division Specialty Conference on Verification of Mathematical and Physical Models in Hydraulic Engineering, ASCE, New York, N.Y., Aug., 1978, pp. 363–372.
5.
Hartigan, J. P., Quasebarth, T. F., and Southerland, E., “Use of Continuous Simulation Model Calibration Techniques to Develop Nonpoint Pollution Loading Factors,” Proceedings of Stormwater and Water Quality Model Users Group Meeting: March 25–26, 1982, U.S. Environmental Protection Agency, Environmental Research Laboratory, Athens, Ga., 1982.
6.
Hollander, M., and Wolfe, D. A., Nonparametric Statistical Methods, John Wiley and Sons, New York, N.Y., 1973.
7.
Southerland, E., et al., “A Modeling Study of Nonpoint Pollution Loadings and Transport in the Chesapeake Bay Basin,” Proceedings of Thirteenth Annual Pittsburgh Conference on Modeling and Simulation, School of Engineering, Univ. of Pittsburgh, Pittsburgh, Pa., 1982.
8.
USEPA Chesapeake Bay Program, “Monitoring Studies of Nonpoint Pollution in Chesapeake Bay Test Watersheds: Final Completion Report,” U.S. Environmental Protection Agency, Annapolis, Md., 1982.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 109Issue 6December 1983
Pages: 1259 - 1272

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Published online: Dec 1, 1983
Published in print: Dec 1983

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Authors

Affiliations

John P. Hartigan, M. ASCE
Sr. Engr., Camp Dresser and McKee, Inc., 7630 Little River Turnpike, Annandale, Va. 22003
Thomas F. Quasebarth
Environmental Planner‐Engr., Northern Va. Planning District Comm., Annandale, Va.
Elizabeth Southerland, A. M. ASCE
Sr. Engr., Northern Va. Planning District Comm., Annandale, Va.

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