Sediment Wash-Off from an Impervious Urban Land Surface
Publication: Journal of Hydrologic Engineering
Volume 18, Issue 5
Abstract
Sediment wash-off from impervious land is believed to be related to various factors including sediment buildup, rainfall intensity, rainfall energy, runoff rate, sediment sizes, and land surface characteristics. Most previous studies have used controlled rainfall in small areas to investigate mechanisms of sediment wash-off. This paper presents sediment wash-off results from an impervious urban surface under actual accumulation and rainfall events. Two temporal scales were considered when the sediment wash-off processes were investigated. On the event scale, sediment wash-off is strongly correlated with runoff volume. On the instantaneous scale, sediment wash-off from eight rainfall events was investigated using first-order and zero-order wash-off equations. Source-limited and transport-limited wash-off processes were discussed. The wash-off process on October 10, 2002, was linearly dependent on runoff and can be described using a first-order exponential equation. The wash-off processes on May 15, 2003, and June 7, 2003, can be described using a zero-order equation. For the remaining storms, both first-order and zero-order wash-off equations can represent the wash-off processes.
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Acknowledgments
The authors thank Mr. Jeff Strong from Tetra Tech for editing the paper and the anonymous reviewers for their comments.
References
Akan, A. O., Schafran, G. C., Pommerenk, P., and Harrell, L. J. (2000). “Modeling storm-water runoff quantity and quality from marine drydocks.” J. Environ. Eng., 126(1), 5–11.
Avellaneda, P., Ballestero, T. P., Roseen, R. M., and Houle, J. J. (2009). “On parameter estimation of urban storm-water runoff model.” J. Environ. Eng., 135(8), 595–608.
Benson, M. A. (1965). “Spurious correlation in hydraulics and hydrology.” J. Hydraul. Div., 91(HY4), 35–42.
Bicknell, B. R., Imhoff, J. C., Kittle, J. L., Donigian, A. S., and Johanson, R. C. (1996). Hydrological simulation program-FORTRAN user’s manual for release 11, U.S. Environmental Protection Agency, Athens, GA.
Brodie, I. (2007). “Prediction of stormwater particle loads from impervious urban surfaces based on a rainfall detachment index.” Water Sci. Technol., 55(4), 49–56.
Chen, J., and Adams, B. J. (2006). “A framework for urban storm water modeling and control analysis with analytical models.” Water Resour. Res., 42(6), W06419.
Deletic, A. B., and Maksimovic, C. T. (1998). “Evaluation of water quality factors in storm runoff from paved areas.” J. Environ. Eng., 124(9), 1301–1314.
Eaton, A. D., Clesceri, L. S., and Greenberg, A. E., eds. (1995). Standard methods for the examination of water and wastewater, 19th Ed., American Public Health Association, American Water Works Association, and the Water Environment Federation, Washington, DC.
Egodawatta, P., Thomas, E., and Goonetilleke, A. (2007). “Mathematical interpretation of pollutant washoff from urban road surfaces using simulated rainfall.” Water Res., 41(13), 3025–3031.
Huber, W. C., and Dickinson, R. E. (1988). “Storm water management model (SWMM) verion 4, user’s manual.”, U.S. Environmental Protection Agency, Athens, GA.
Kang, J. H., Kayhanian, M., and Strenstrom, M. L. (2006). “Implications of a kinematic wave model for first flush treatment design.” Water Res., 40(20), 3820–3830.
Lee, J. H., and Bang, K. W. (2000). “Characterization of urban stormwater runoff.” Water Res., 34(6), 1773–1780.
Li, J. (2004). “Evaluation of an ultra-urban stormwater best management practice: Field monitoring and modeling approach.” M.S. thesis, Dept. of Civil and Environmental Engineering, Univ. of Virginia, Charlottesville, VA.
Millar, R. G. (1999). “Analytical determination of pollutant washoff parameters.” J. Environ. Eng., 125(10), 989–992.
Moglen, G. E. (2009). “Hydrology and impervious areas.” J. Hydrol. Eng., 14(4), 303–304.
Obropta, C. C., and Kardos, J. S. (2007). “Review of urban stormwater quality models: Deterministic, stochastic, and hybrid approaches.” J. Am. Water Resour. Assoc., 43(6), 1508–1523.
Rossman, L. A. (2005). “Storm water management model (SWMM version 5.0) user’s manual.”, U.S. Environment Protection Agency, Cincinnati.
Sansalone, J. J., and Cristina, C. M. (2004). “First flush concepts for suspended and dissolved solids in small impervious watersheds.” J. Environ. Eng., 130(11), 1301–1314.
Sartor, J. D., and Boyd, G. B. (1972). “Water pollution aspects of street surface contaminants.”, U.S. Environmental Protection Agency, Washington, DC.
Shaw, S. B., Makhlouf, R., Walter, M. T., and Parlange, J. Y. (2008). “Experimental testing of a stochastic sediment transport model.” J. Hydrol., 348(3–4), 425–430.
Shaw, S. B., Parlange, J. Y., Lebowitz, M., and Walter, M. T. (2009). “Accounting for surface roughness in a physically-based urban washoff model.” J. Hydrol., 367(1–2), 79–85.
Shaw, S. B., Walter, M. T., and Steenhuis, T. S. (2006). “A physical model of particulate washoff from rough impervious surfaces.” J. Hydrol., 327(3–4), 618–626.
Vaze, J., and Chiew, F. H. S. (2003). “Study of pollutant washoff from small impervious experimental plots.” Water Resour. Res., 39(6), 1160–1169.
Vaze, J., and Chiew, F. H. S. (2004). “Nutrient loads associated with different sediment size in urban stormwater and surface pollutant.” J. Environ. Eng., 130(4), 391–396.
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© 2013 American Society of Civil Engineers.
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Received: May 18, 2011
Accepted: May 22, 2012
Published online: May 24, 2012
Published in print: May 1, 2013
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