TECHNICAL PAPERS
Sep 1, 1989

Pollutant Washoff Under Noise‐Corrupted Runoff Conditions

Publication: Journal of Water Resources Planning and Management
Volume 115, Issue 5

Abstract

The first‐order surface pollutant washoff model is examined under noise‐corrupted runoff conditions. Statistics of the pollutant load are derived using the derived probability distribution concept and verified using Monte Carlo simulations. The investigation demonstrates that under noise‐corrupted runoff conditions a bias is introduced in the estimate of the pollutant load. The bias is sensitive to: (1) The time step of the simulation; (2) the variance of the noise in runoff; and (3) the time from the start of the simulation (duration of the simulation). Statistics are derived for both the incremental pollutant washoff load (ΔP) and the mass of pollutant remaining on the street surface (P), The results of this study can be incorporated in any rainfall‐runoff model (e.g., SWMM, STORM, etc.) that makes use of the first‐order pollutant washoff model.

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References

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Ang, A. H. S., and Tang, W. H. (1975). Probability concepts in engineering planning and design. John Wiley & Sons, New York, N.Y.
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Cornell, C. A. (1972). “First‐order analysis of model and parameter uncertainty.” International Symp. on Uncertainties in Hydrologic and Water Resource Systems, Univ. of Arizona, Tucson, Ariz.
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Dawdy, D. R., Lichty, R. W., and Bergmann, J. M. (1972). “A rainfall‐runoff simulation model for estimation of flood peaks for small drainage basins.” Geological Survey Professional Paper 506‐B.
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Hydrologic Engineering Center, (HEC) (1977). “Storage treatment overflow runoff model (STORM).” User's Manual. Generalized Computer Program 723‐S8‐L7520, Corps of Engineers, Davis, Calif.
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Rubinstein, R. Y. (1981). Simulation and The Monte Carlo Method. John Wiley & Sons, Inc., New York, N.Y.
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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 115Issue 5September 1989
Pages: 646 - 657

History

Published online: Sep 1, 1989
Published in print: Sep 1989

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Authors

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G. G. Patry, Member, ASCE
Prof., Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, Ontario, Canada L8S 4L7
A. Kennedy
Res. Asst., Dept. of Civ. Engrg. and Engrg. Mech., McMaster Univ., Hamilton, Ontario, Canada L8S 4L7

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