TECHNICAL PAPERS
Sep 1, 1998

Effects of Infiltration on Agricultural Runoff Contamination

Publication: Journal of Environmental Engineering
Volume 124, Issue 9

Abstract

A procedure is presented for estimating the total pollutant mass loss from the interrill flow region of an agricultural field during a runoff event. It involves applications of an overland flow model and a mass transport model. A two-dimensional interrill flow model by Limback and other researchers provides lateral depth and velocity distributions that are used to determine the dispersion and entrainment coefficients required by the transport model. The transport model of Wallach and van Genuchten with variable rather than constant dispersion and entrainment coefficients served to model the transport process that carries solute from the soil interstices to the overland flow. Wallach's mass loss rate equation was integrated over space (laterally) and time to determine total mass loss. The effects of rainfall rate, infiltration rate, surface roughness, surface slopes, and soil properties are included in the analysis. An example application and an explicit sensitivity analysis of the effect of infiltration rate on mass loss are presented. The procedure represents a significant improvement over the model of Parr and other researchers that did not account for the effects of infiltration and the model of Wallach and van Genuchten that did not account for mechanical dispersion.

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References

1.
Ahuja, L. R. (1986). “Characterization and modeling of chemical transfer to runoff.”Advances in soil science, B. A. Stewart, ed., Vol. 4, Springer-Verlag New York, Inc., New York, N.Y., 149–188.
2.
Ahuja, L. R., and Lehman, O. R.(1983). “The extent and nature of rainfall-soil interaction in the release of soluble chemicals to runoff.”J. Envir. Quality, 12, 34–40.
3.
Ahuja, L. R., Sharpley, A. N., Yamamoto, M., and Menzel, R. G.(1981). “The depth of rainfall-runoff-soil interactions as determined by 32P.”Water Resour. Res., 17, 969–974.
4.
Bailey, G. W., Swank, R. R., and Nicholson, H. P.(1974). “Predicting pesticide runoff from agricultural land: A conceptual model.”J. Envir. Quality, 3, 95–102.
5.
Chen, C. L., and Chow, V. T.(1971). “Formulation of mathematical watershed-flow model.”J. Engrg. Mech. Div., ASCE, 97(3), 809–828.
6.
Eagleson, P. S. (1970). Dynamic hydrology. McGraw-Hill Inc., New York, N.Y.
7.
Limback, S. A., Parr, A. D., and McEnroe, B. (1989). “Two-dimensional interrill flow model for the analysis of agriculture runoff.”Proc., ASCE Nat. Conf. on Hydr. Engrg., ASCE, Reston, Va., 893–898.
8.
Limback, S. A., Parr, A. D., and Pogge, E. C. (1985). “Development of the two-dimensional interrill flow component for agricultural runoff models.”KWRRI Rep., Contribution No. 250.
9.
Parr, A., Limback, S., McEnroe, B., and Zou, S.(1994). “Nonpoint source pollution from interrill flow areas.”J. Irrigation and Drainage, ASCE, 120(6), 1056–1066.
10.
Parr, A. D., Richardson, C., Lane, D. D., and Baughman, D.(1987). “Pore water uptake by agricultural runoff.”J. Envir. Engrg., ASCE, 113(1), 49–63.
11.
Payne, D., Richardson, C., Parr, A. D., and Janish, K. (1992). “Non-point source pollution due to runoff over sandy soil.”Proc., Envir. Engrg. Sessions at Water Forum '92, F. P. Linaweaver, ed., 439–444. PC-MATLAB; user's guide. (1989). Mathwork, Inc.
12.
Richardson, C. P., and Parr, A. D.(1988). “Modified Fickian model for solute uptake by runoff.”J. Envir. Engrg., ASCE, 114(4), 792–809.
13.
Richardson, C. P., and Parr, A. D.(1991). “Friction and free-surface flow over porous media.”J. Hydr. Engrg., ASCE, 117(11), 1496–1512.
14.
Wallach, R.(1991). “Runoff contamination by soil chemicals: Time scale approach.”Water Resour. Res., 27(2), 215–223.
15.
Wallach, R., Jury, W. A., and Spencer, W. F.(1988). “Transfer of chemicals from soil solution to surface runoff: A diffusion-based soil model.”Soil Sci. Soc. Am. J., 52(3), 612–618.
16.
Wallach, R., and Shabtai, R.(1992). “Surface runoff contamination by soil chemicals: Simulations for equilibrium and first-order kinetics.”Water Resour. Res., 28(1), 167–173.
17.
Wallach, R., and Shabtai, R.(1993). “Surface runoff contamination by chemicals initially incorporated below the soil surface.”Water Resour. Res., 29(3), 697–704.
18.
Wallach, R., and van Genuchten, M. T.(1990). “A physically based model for predicting solute transfer from soil solution to rainfall-induced runoff water.”Water Resour. Res., 26(9), 2119–2126.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 124Issue 9September 1998
Pages: 863 - 868

History

Published online: Sep 1, 1998
Published in print: Sep 1998

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Authors

Affiliations

A. Parr, Member, ASCE,
Prof., Dept. of Civ. Engrg., Univ. of Kansas, Lawrence, KS 66045.
S. Zou
Proj. Engr., Wood, Patel & Assoc., Phoenix, AZ 85014.
B. McEnroe, Member, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Kansas, Lawrence, KS.

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